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HomeMy WebLinkAbout2006-401 val / ob glvE� oo f�q / A - Z y ORIS CONTRACT DOCUMENTS AND SPECIFICATIONS FOR 4th STREET/COOCH DITCH BRIDGE REPLACEMENT PROJECT NO. 0209 • 11th STREET SW PAVING & DRAINAGE PROJECT NO , 9321 BID NO . 2006049 PREPARED FOR THE BOARD OF COUNTY COMMISSIONERS - INDIAN RIVER COUNTY, FLORIDA ARTHUR R . NEUBERGER , CHAIRMAN COMMISSIONER GARY C . WHEELER , VICE CHAIRMAN COMMISSIONER THOMAS S . LOWTHER COMMISSIONER SANDRA L . BOWDEN COMMISSIONER WESLEY S . DAVIS JOSEPH A . BAIRD , COUNTY ADMINISTRATOR JEFFREY K. BARTON , CLERK OF COURT WILLIAM G . COLLINS II , COUNTY ATTORNEY JAMES W. DAVIS , P. E . , PUBLIC WORKS DIRECTOR CHRISTOPHER J . KAFER, JR . , P. E. , COUNTY ENGINEER MICHAEL D . NIXON , DESIGN PROFESSIONAL ENGINEER MICHELLE A. GENTILE, C . E .T. , CIVIL ENGINEER MICHAEL J . MEZZINA , CIVIL ENGINEER - 00001 - 1 0209-00001 - Project Title Page.doc — F:\Englneenng\Capital Projects\0209-4th Street Bndge Over Coach Ditch02094th Street Bndge Over Cooch 07-20-06\0209-00001 - Project Title Page.doc i DIVISION 1 - GENERAL REQUIREMENTS DIVISION 2 - TECHNICAL PROVISIONS APPENDIX A - PERMITS i APPENDIX B - CHAPTER 4, BEST MANAGEMENT PRACTICES i + + END OF TABLE OF CONTENTS + + i i i i 00010-2 FAEngineeringSCapital Projectst0209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Ccoch 07-20-0610209-00010 - Table of Contents.doc SECTION 00100 - Advertisement for Bids BOARD OF COUNTY COMMISSIONERS 1840 25TH Street, Vero Beach, Florida 32960 ,. � ,tii1VEIr t^ WVq A OZ ��'LORI�A Telephone : (772) 567-8000 SUNCOM: 224- 1000 FAX: (772) 778-9391 ADVERTISEMENT FOR BIDS INDIAN RIVER COUNTY Sealed bids will be received by Indian River County until 2 : 00 PM on Wednesday, September 27 , 2006 . Each bid shall be submitted in a sealed envelope and shall bear the ' name and address of the bidder on the outside and the words: 'Bid Number 2006049 #0209 4" STREET / COOCH BRIDGE REPLACEMENT #9321 11 STREET SW PAVING & DRAINAGE . " Bids mailed in should be addressed to Purchasing Division , 1840 25th Street, Vero Beach , Florida 32960 . Bids hand delivered should be delivered to 2525 St. Lucie Avenue , Vero Beach , FL 32960 . All bids will be opened publicly and read aloud at 2: 00 P . M . All bids received after 2: 00 P . M. , of the day specified above, will be returned unopened . INDIAN RIVER COUNTY PROJECT NO. 0209 & 9321 INDIAN RIVER COUNTY BID NO. 2006049 PROJECT DESCRIPTION: The project will include the removal of a woodpile two-lane bridge and a wooden pedestrian bridge. The bridges will be replaced with a single 12' x .. 8' reinforced concrete box culvert The project will include the paving of an existing dirt road. The road paving (11th Street ,. SW, between 17th Avenue SW and 9th Court SW) will be approximately 3500 feet in length and 22 feet wide. Type F curbing on both sides with concrete flumes will be included in the project. All material and equipment furnished and all work performed shall be in strict accordance with the plans, specifications , and contract documents pertaining thereto , which may be obtained from the Public Works Department, Engineering Division , 1840 251h Street , Vero Beach , FL 32960 . Contact Michael D . Nixon , P. E. , at 772-567-8000 extension 1986 with any questions. Copies of the plans and specifications containing the necessary contract documents may be obtained by deposit of a check made payable to Indian River County, in the amount of $200. 00 for each set, which represents cost of printing, handling, and mailing and which is non refundable. 0209-00100 - Advertisement for Bids.doc 00100 - 1 F4Engineenng\Capital Pro)ects102094th Street Bndge Over Coocn OILo W2094th Street Bndge Over Cooch 0 7-20-0510209-001 00 - Advertisement for Bids.doc ' TABLE OF CONTENTS s Section No. Title DIVISION 0 - BIDDING DOCUMENTS , CONTRACT FORMS AND CONDITIONS OF THE CONTRACT 00001 Cover Sheet 00010 Table of Contents 'W BIDDING DOCUMENTS 00100 Advertisement for Bids ' 00200 Instructions to Bidders 00300- 1 Bid Package Contents 00310 Bid Form & Itemized Bid Schedule ' 00430 Bid Bond 00450 Section 287 . 133 , Florida Statutes on Public Entity Crimes _ 00452 Sworn Statement under Section 105 . 08 , Indian River County Code , on Disclosure of Relationships 00454 Sworn Statement under the Florida Trench Safety Act 4W 00456 Qualifications Questionnaire 00458 List of Subcontractors r, CONTRACTFORMS 00510 Notice of Award 00520 Agreement 00550 Notice to Proceed 00610 Performance Bond 00612 Payment Bond 00620 Sample Certificate of Liability Insurance 00622 Contractor's Application for Payment o. 00630 Certificate of Substantial Completion 00632 Contractor's Final Certification of the Work 00634 Professional Surveyor and Mapper' s Certification as to the Elevations and Locations of the Work CONDITIONS OF THE CONTRACT 00700 EJCDC Standard General Conditions of the Construction Contract 00800 Supplementary Conditions to the General Conditions 00942 Change Order Form 00010-1 FAEngineering\Capital Projects10209-4th Street Bridge Over Gooch Ditch\02094th Street Bridge Over Gooch 07-20-0610209-00010 - Table of -Contents.doc i DIVISION 1 - GENERAL REQUIREMENTS DIVISION 2 - TECHNICAL PROVISIONS APPENDIX A - PERMITS i APPENDIX B - CHAPTER 4, BEST MANAGEMENT PRACTICES i + + END OF TABLE OF CONTENTS + + i i i i 00010-2 FAEngineeringSCapital Projectst0209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Ccoch 07-20-0610209-00010 - Table of Contents.doc s All bids shall be submitted in duplicate on the Bid Proposal forms provided within the specifications. A BID BOND must accompany each Bid , and be properly executed by the Bidder and by a qualified surety, or certified check or cashier's check on any bank authorized to do business in the State of Florida , in the sum of not less than Five Percent (5%) of the total amount bid , made payable to Indian River County Board of County Commissioners . In the event the Contract is awarded to the Bidder, he will enter into a Contract with the County and furnish the required Performance and Payment Bond . If he fails to do so , he shall forfeit the ., said bid Bond as liquidated damages . Please note that the questionnaire must be filled out completely including the financial statement. The County reserves the right to delay awarding of the Contract for a period of six 60 days after the bid opening , to waive informalities in any bid , or reject any or all bids in whole or in part with or without cause/or to accept the bid that, in its judgement, will serve the best interest of Indian River County, Florida. The County will not reimburse any Bidder for bid preparation costs . A Pre-Bid Conference will be held on Wednesday, September 13 . 2006 at 9 : 00 a . m . in the first floor Conference Room A of the Indian River County Administration Building located at 1840 25th Street, Vero Beach , Florida , 32960. ATTENDANCE AT THIS CONFERENCE BY ALL BIDDERS IS HIGHLY ENCOURAGED . INDIAN RIVER COUNTY By : Jerry Davis Purchasing Manager For Publication in the Vero Beach Press Journal Date(s): August 23 , 2006 For: Vero Beach Press Journal Please furnish tear sheet and Affidavit of Publication to: INDIAN RIVER COUNTY PURCHASING DIVISION 1840 25th Street Vero Beach , FL 32960 all * * END OF SECTION 0209-00100 - Advertisement for Bids.doc 00100 - 2 FAEngineenrg%Capital Projects102094th Street Bridge Over Comh Ditch102094th Street Bridge Over Cooch 07-20-0 7209-00100 - Advertisement for Bids.doc a SECTION 00200 - Instructions to Bidders TABLE OF CONTENTS Article No. - Title pane ARTICLE 1 - DEFINED TERMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 a ARTICLE 2 - COPIES OF BIDDING DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ARTICLE 3 - QUALIFICATIONS OF BIDDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 a ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS , OTHER RELATED DATA, ANDSITE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 a ARTICLE 5 - PRE-BID CONFERENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 a ARTICLE 6 - SITE AND OTHER AREAS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 ARTICLE 7 - INTERPRETATIONS AND ADDENDA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 a ARTICLE 8 - BID SECURITY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 9 - CONTRACT TIMES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 10 - LIQUIDATED DAMAGES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 11 - SUBSTITUTE AND " OR-EQUAL" ITEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS , AND OTHERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 13 - PREPARATION OF BID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 ARTICLE 14 - BASIS OF BID ; EVALUATION OF BIDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 i ARTICLE 15 - SUBMITTAL OF BID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 ARTICLE 17 - OPENING OF BIDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 a ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 a ARTICLE 19 - AWARD OF CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 ARTICLE 20 - CONTRACT SECURITY AND INSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 a ARTICLE 21 - SIGNING OF AGREEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 ARTICLE 22 - SALES AND USE TAXES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 ARTICLE23 — RETAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 ,. ARTICLE 24 - CONTRACTS TO BE ASSIGNED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 ARTICLE 25 - PARTNERING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 0209-00200 - Instructions to Bidders.doc 00200 - i a FJ.EngineennglCapital Rrojacts1020g-0 h street Bridge Over Cooch OJsh1020941h SVeeo Bridge Over Gooch 07-20-0@0209-00200 - Instructions to Bidders do Rev, 05/16/01 SECTION 00100 - Advertisement for Bids BOARD OF COUNTY COMMISSIONERS 1840 25TH Street, Vero Beach, Florida 32960 ,. � ,tii1VEIr t^ WVq A OZ ��'LORI�A Telephone : (772) 567-8000 SUNCOM: 224- 1000 FAX: (772) 778-9391 ADVERTISEMENT FOR BIDS INDIAN RIVER COUNTY Sealed bids will be received by Indian River County until 2 : 00 PM on Wednesday, September 27 , 2006 . Each bid shall be submitted in a sealed envelope and shall bear the ' name and address of the bidder on the outside and the words: 'Bid Number 2006049 #0209 4" STREET / COOCH BRIDGE REPLACEMENT #9321 11 STREET SW PAVING & DRAINAGE . " Bids mailed in should be addressed to Purchasing Division , 1840 25th Street, Vero Beach , Florida 32960 . Bids hand delivered should be delivered to 2525 St. Lucie Avenue , Vero Beach , FL 32960 . All bids will be opened publicly and read aloud at 2: 00 P . M . All bids received after 2: 00 P . M. , of the day specified above, will be returned unopened . INDIAN RIVER COUNTY PROJECT NO. 0209 & 9321 INDIAN RIVER COUNTY BID NO. 2006049 PROJECT DESCRIPTION: The project will include the removal of a woodpile two-lane bridge and a wooden pedestrian bridge. The bridges will be replaced with a single 12' x .. 8' reinforced concrete box culvert The project will include the paving of an existing dirt road. The road paving (11th Street ,. SW, between 17th Avenue SW and 9th Court SW) will be approximately 3500 feet in length and 22 feet wide. Type F curbing on both sides with concrete flumes will be included in the project. All material and equipment furnished and all work performed shall be in strict accordance with the plans, specifications , and contract documents pertaining thereto , which may be obtained from the Public Works Department, Engineering Division , 1840 251h Street , Vero Beach , FL 32960 . Contact Michael D . Nixon , P. E. , at 772-567-8000 extension 1986 with any questions. Copies of the plans and specifications containing the necessary contract documents may be obtained by deposit of a check made payable to Indian River County, in the amount of $200. 00 for each set, which represents cost of printing, handling, and mailing and which is non refundable. 0209-00100 - Advertisement for Bids.doc 00100 - 1 F4Engineenng\Capital Pro)ects102094th Street Bndge Over Coocn OILo W2094th Street Bndge Over Cooch 0 7-20-0510209-001 00 - Advertisement for Bids.doc s All bids shall be submitted in duplicate on the Bid Proposal forms provided within the specifications. A BID BOND must accompany each Bid , and be properly executed by the Bidder and by a qualified surety, or certified check or cashier's check on any bank authorized to do business in the State of Florida , in the sum of not less than Five Percent (5%) of the total amount bid , made payable to Indian River County Board of County Commissioners . In the event the Contract is awarded to the Bidder, he will enter into a Contract with the County and furnish the required Performance and Payment Bond . If he fails to do so , he shall forfeit the ., said bid Bond as liquidated damages . Please note that the questionnaire must be filled out completely including the financial statement. The County reserves the right to delay awarding of the Contract for a period of six 60 days after the bid opening , to waive informalities in any bid , or reject any or all bids in whole or in part with or without cause/or to accept the bid that, in its judgement, will serve the best interest of Indian River County, Florida. The County will not reimburse any Bidder for bid preparation costs . A Pre-Bid Conference will be held on Wednesday, September 13 . 2006 at 9 : 00 a . m . in the first floor Conference Room A of the Indian River County Administration Building located at 1840 25th Street, Vero Beach , Florida , 32960. ATTENDANCE AT THIS CONFERENCE BY ALL BIDDERS IS HIGHLY ENCOURAGED . INDIAN RIVER COUNTY By : Jerry Davis Purchasing Manager For Publication in the Vero Beach Press Journal Date(s): August 23 , 2006 For: Vero Beach Press Journal Please furnish tear sheet and Affidavit of Publication to: INDIAN RIVER COUNTY PURCHASING DIVISION 1840 25th Street Vero Beach , FL 32960 all * * END OF SECTION 0209-00100 - Advertisement for Bids.doc 00100 - 2 FAEngineenrg%Capital Projects102094th Street Bridge Over Comh Ditch102094th Street Bridge Over Cooch 07-20-0 7209-00100 - Advertisement for Bids.doc sills SECTION 00200 - Instructions to Bidders TABLE OF ARTICLES (Alphabetical by Subject) 411111111 Subiect Article Awardof Contract . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 r Basis of Bid ; Evaluation of Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 rBid Security . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Bids to Remain Subject to Acceptance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Contract Security and Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 rContract Times . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Contractsto be Assigned . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Copies of Bidding Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 DefinedTerms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 r Examination of Bidding Documents , Other Related Data, and Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Interpretationsand Addenda . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 LiquidatedDamages . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Modification and Withdrawal of Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Openingof Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Partnering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pre-Bid Conference . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Preparationof Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 r Qualificationsof Bidders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 .. Retainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Salesand Use Taxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 Signingof Agreement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 Siteand Other Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Subcontractors, Suppliers and Others . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 r Submittalof Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Substitute or "Or-Equal" Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 0209-00200 - Instructions to Bidders .doc 00200 - ii F.1Engineering\Capital Projetos102094th Street Bridge Over Cooch Ditch102094th Street Bridge Over Coocn 07-21MBN0209-00200 - Instructions to Bidders.tlocRev. 05/16/01 SECTION 00200 " Instructions to Bidders " ARTICLE 1 - DEFINED TERMS 1 . 01 Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural +. thereof: A. Bidder—The individual or entity who submits a Bid directly to OWNER. ,r B. Issuing Office—The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered . C . Successful Bidder--The lowest responsible Bidder submitting a responsive Bid to whom OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award . s ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2. 01 Complete sets of the Bidding Documents in the number and for the deposit sum , if any, stated in the Advertisement or Invitation to Bid may be obtained from the Issuing Office . 2 . 02 Complete sets of Bidding Documents must be used in preparing Bids ; neither OWNER nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use .. of incomplete sets of Bidding Documents. 2. 03 OWNER and ENGINEER in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3. 01 To demonstrate Bidder's qualifications to perform the Work, within five days of OWNER's request Bidder shall submit written evidence such as financial data, previous experience , present commitments , and such other data as may be called for below. A. Bidder must have at least five years' experience in the construction of similar projects of this size and larger. B. Bidder must have successfully constructed, as prime CONTRACTOR, at least three projects similar in scope to this project. C. Bidder must have good recommendations from at least three clients similar to the r OWNER. D . The Bidder's superintendent and assistants must be qualified and experienced in similar projects in all categories. E . Bidder must be able to provide evidence of authority to conduct business in the jurisdiction in which the project is located. - 3. 02 Each bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. 0209-00200 - Instructions to Bidders. doc 00200 - 1 ,� F:1EngineertnglCapital Projects10209-0th Street Bridge Over Gooch Oiti:M020941h Street Bridge Over Ccoch 07-20-06\0209-00200 - Instructions to Bidders.doc Rev. 05101 a SECTION 00200 - Instructions to Bidders TABLE OF CONTENTS Article No. - Title pane ARTICLE 1 - DEFINED TERMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 a ARTICLE 2 - COPIES OF BIDDING DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ARTICLE 3 - QUALIFICATIONS OF BIDDERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 a ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS , OTHER RELATED DATA, ANDSITE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 a ARTICLE 5 - PRE-BID CONFERENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 a ARTICLE 6 - SITE AND OTHER AREAS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 ARTICLE 7 - INTERPRETATIONS AND ADDENDA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 a ARTICLE 8 - BID SECURITY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 9 - CONTRACT TIMES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 10 - LIQUIDATED DAMAGES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 11 - SUBSTITUTE AND " OR-EQUAL" ITEMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS , AND OTHERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ARTICLE 13 - PREPARATION OF BID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 ARTICLE 14 - BASIS OF BID ; EVALUATION OF BIDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 i ARTICLE 15 - SUBMITTAL OF BID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 ARTICLE 17 - OPENING OF BIDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 a ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 a ARTICLE 19 - AWARD OF CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 ARTICLE 20 - CONTRACT SECURITY AND INSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 a ARTICLE 21 - SIGNING OF AGREEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 ARTICLE 22 - SALES AND USE TAXES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 ARTICLE23 — RETAINAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 ,. ARTICLE 24 - CONTRACTS TO BE ASSIGNED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 ARTICLE 25 - PARTNERING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 0209-00200 - Instructions to Bidders.doc 00200 - i a FJ.EngineennglCapital Rrojacts1020g-0 h street Bridge Over Cooch OJsh1020941h SVeeo Bridge Over Gooch 07-20-0@0209-00200 - Instructions to Bidders do Rev, 05/16/01 sills SECTION 00200 - Instructions to Bidders TABLE OF ARTICLES (Alphabetical by Subject) 411111111 Subiect Article Awardof Contract . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 r Basis of Bid ; Evaluation of Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 rBid Security . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Bids to Remain Subject to Acceptance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Contract Security and Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 rContract Times . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Contractsto be Assigned . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Copies of Bidding Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 DefinedTerms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 r Examination of Bidding Documents , Other Related Data, and Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Interpretationsand Addenda . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 LiquidatedDamages . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Modification and Withdrawal of Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Openingof Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Partnering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pre-Bid Conference . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Preparationof Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 r Qualificationsof Bidders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 .. Retainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Salesand Use Taxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 Signingof Agreement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 Siteand Other Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Subcontractors, Suppliers and Others . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 r Submittalof Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Substitute or "Or-Equal" Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 0209-00200 - Instructions to Bidders .doc 00200 - ii F.1Engineering\Capital Projetos102094th Street Bridge Over Cooch Ditch102094th Street Bridge Over Coocn 07-21MBN0209-00200 - Instructions to Bidders.tlocRev. 05/16/01 r 3. 03 The OWNER reserves the right to reject bids from Bidders that are unable to meet the r listed required qualifications . .. ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS , OTHER RELATED DATA, AND SITE r 4. 01 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1 . Those reports of explorations and tests of subsurface conditions at or contiguous to + the Site that Engineer has used in preparing the Bidding Documents, 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Site (except Underground Facilities) that ENGINEER has used r in preparing the Bidding Documents. B . Copies of reports and drawings referenced in paragraph 4. 01 .A will be made available + by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract Documents , but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4. 02 of the General Conditions has been identified and established in a., paragraph 4. 02 of the Supplementary Conditions . Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations , opinions or Information contained in such reports or shown or indicated in such drawings . 4. 02 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to OWNER and ENGINEER by OWNERs of such Underground Facilities , including OWNER, or others . r 4 . 03 Hazardous Environmental Condition A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that ENGINEER has used in preparing the Bidding Documents . r B. Copies of reports and drawings referenced in paragraph 4. 03 .A will be made available by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract r Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4. 06 of the General Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any °technical data" or any other data, interpretations, opinions , or information contained in such reports or shown or indicated in such drawings. 4. 04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and g possible changes in the Bidding Documents due to differing or unanticipated conditions appear in paragraphs 4. 02, 4 . 03 , and 4. 04 of the General Conditions . Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders " with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in 0209-00200 - Instructions to Bidders.doc 00200 - 2 r F'.1Engmeenrrg%Capital Projectsl020941h Street Bndge Over Cocch Oltc 02094th Street Bndge Over Cooch 07-20-0610209-00200 - Insndions to Sidders.doc Rev. 05101 the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in paragraph 4 . 06 of the General Conditions. ,. 4. 05 On request, OWNER will provide Bidder access to the Site to conduct such examinations , investigations , explorations, tests , and studies as Bidder deems necessary for submission of a Bid . Bidder shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies . 4. 07 It is the responsibility of each Bidder before submitting a Bid to : A. examine and carefully study the Bidding Documents , including any Addenda and the other related data identified in the Bidding Documents; ' B. visit the Site and become familiar with and satisfy Bidder as to the general , local , and Site conditions that may affect cost, progress, and performance of the Work; + C. become familiar with and satisfy Bidder as to all federal , state, and local Laws and Regulations that may affect cost, progress , or performance of the Work; D . carefully study all reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4 . 02 of the General Conditions, and carefully study all reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions; E . obtain and carefully study (or assume responsibility for doing so) all additional or supplementary examinations , investigations, explorations, tests , studies, and data concerning conditions (overhead, surface , subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress , or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including any specific means, methods , techniques, sequences, and procedures of construction expressly required by the Bidding Documents , and safety precautions and programs incident thereto; F. agree at the time of submitting its Bid that no further examinations, investigations , explorations, tests, studies, or data are necessary for the determination of its Bid for performance .. of the Work at the price bid and within the times and in accordance with the other terms and conditions of the Bidding Documents; + G. become aware of the general nature of the work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents ; H . correlate the information known to Bidder, information and observations obtained from ' visits to the Site , reports and drawings identified in the Bidding Documents , and all additional examinations, investigations , explorations , tests , studies, and data with the Bidding Documents; ' I . promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by ENGINEER is acceptable to Bidder; and r 0209-00200 - Instructions to Bidders.doc 00200 - 3 a F.lEngineering\Capital Projeotsw209-0ih Street Bridge Over Cooch DAW2093th Street Bridge Over Cooch 07-20-0610209-00200 - Instructions to Bidders.doc Rev. 05101 SECTION 00200 " Instructions to Bidders " ARTICLE 1 - DEFINED TERMS 1 . 01 Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below which are applicable to both the singular and plural +. thereof: A. Bidder—The individual or entity who submits a Bid directly to OWNER. ,r B. Issuing Office—The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered . C . Successful Bidder--The lowest responsible Bidder submitting a responsive Bid to whom OWNER (on the basis of OWNER's evaluation as hereinafter provided) makes an award . s ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2. 01 Complete sets of the Bidding Documents in the number and for the deposit sum , if any, stated in the Advertisement or Invitation to Bid may be obtained from the Issuing Office . 2 . 02 Complete sets of Bidding Documents must be used in preparing Bids ; neither OWNER nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use .. of incomplete sets of Bidding Documents. 2. 03 OWNER and ENGINEER in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3. 01 To demonstrate Bidder's qualifications to perform the Work, within five days of OWNER's request Bidder shall submit written evidence such as financial data, previous experience , present commitments , and such other data as may be called for below. A. Bidder must have at least five years' experience in the construction of similar projects of this size and larger. B. Bidder must have successfully constructed, as prime CONTRACTOR, at least three projects similar in scope to this project. C. Bidder must have good recommendations from at least three clients similar to the r OWNER. D . The Bidder's superintendent and assistants must be qualified and experienced in similar projects in all categories. E . Bidder must be able to provide evidence of authority to conduct business in the jurisdiction in which the project is located. - 3. 02 Each bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. 0209-00200 - Instructions to Bidders. doc 00200 - 1 ,� F:1EngineertnglCapital Projects10209-0th Street Bridge Over Gooch Oiti:M020941h Street Bridge Over Ccoch 07-20-06\0209-00200 - Instructions to Bidders.doc Rev. 05101 r 3. 03 The OWNER reserves the right to reject bids from Bidders that are unable to meet the r listed required qualifications . .. ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS , OTHER RELATED DATA, AND SITE r 4. 01 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1 . Those reports of explorations and tests of subsurface conditions at or contiguous to + the Site that Engineer has used in preparing the Bidding Documents, 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Site (except Underground Facilities) that ENGINEER has used r in preparing the Bidding Documents. B . Copies of reports and drawings referenced in paragraph 4. 01 .A will be made available + by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract Documents , but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4. 02 of the General Conditions has been identified and established in a., paragraph 4. 02 of the Supplementary Conditions . Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations , opinions or Information contained in such reports or shown or indicated in such drawings . 4. 02 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to OWNER and ENGINEER by OWNERs of such Underground Facilities , including OWNER, or others . r 4 . 03 Hazardous Environmental Condition A. The Supplementary Conditions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that ENGINEER has used in preparing the Bidding Documents . r B. Copies of reports and drawings referenced in paragraph 4. 03 .A will be made available by OWNER to any Bidder on request. Those reports and drawings are not part of the Contract r Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4. 06 of the General Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any °technical data" or any other data, interpretations, opinions , or information contained in such reports or shown or indicated in such drawings. 4. 04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions and Underground Facilities, and g possible changes in the Bidding Documents due to differing or unanticipated conditions appear in paragraphs 4. 02, 4 . 03 , and 4. 04 of the General Conditions . Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders " with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in 0209-00200 - Instructions to Bidders.doc 00200 - 2 r F'.1Engmeenrrg%Capital Projectsl020941h Street Bndge Over Cocch Oltc 02094th Street Bndge Over Cooch 07-20-0610209-00200 - Insndions to Sidders.doc Rev. 05101 s J . determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work . .. 4. 08 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is .. premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means , methods, techniques , sequences , and procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given ENGINEER written notice of all conflicts , errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by ENGINEER are acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and r convey understanding of all terms and conditions for performing and furnishing the Work. ARTICLE 5 - PRE-BID CONFERENCE r 5. 01 The date, time, and location for a Pre-Bid conference , if any, are specified in the Advertisement for Bids. Representatives of OWNER and ENGINEER will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference . ENGINEER will transmit to all prospective Bidders of record such Addenda as ENGINEER considers necessary in r response to questions arising at the conference . Oral statements may not be relied upon and will not be binding or legally effective. r ARTICLE 6 - SITE AND OTHER AREAS r 6 . 01 The Site is identified in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by r CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Bidding Documents . r ARTICLE 7 - INTERPRETATIONS AND ADDENDA r 7. 01 All questions about the meaning or intent of the Bidding Documents are to be submitted to ENGINEER in writing . Interpretations or clarifications considered necessary by r ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties through the Issuing Office as having received the Bidding Documents . Questions received less than ten days prior to the date for opening of Bids may not be answered . Only questions ,. answered by Addenda will be binding . Oral and other interpretations or clarifications will be without legal effect. r 7. 02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by OWNER or ENGINEER . 0209-00200 - Instructions to Bidders.doc 00200 - 4 r FAEngineerin9\Capital Proleds10209- th Street Bridge Dver Coots DR02N9 th Street Bridge Over Cooc 07-20-W=09-00200 - Instrutlbns to Bidders.doc Rev. 05101 r ARTICLE 8 - BID SECURITY r 8. 01 A Bid must be accompanied by Bid security made payable to OWNER in the amount specified in the Bid Form and in the form of a certified or bank check or a Bid Bond [on the form r attached] issued by a surety meeting the requirements of paragraphs 5. 01 and 5 . 02 of the General Conditions. r 8. 02 The Bid security of the Successful Bidder will be retained until such Bidder has executed the Contract Documents , furnished the required contract security and met the other conditions of the Notice of Award , whereupon the Bid security will be returned . If the Successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within 15 days after the Notice of Award, OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited . The Bid security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until + the earlier of seven days after the Effective Date of the Agreement or 61 days after the Bid opening , whereupon Bid security furnished by such Bidders will be returned . r 8. 03 Bid security of other Bidders whom OWNER believes do not have a reasonable chance of receiving the award will be returned within seven days after the Bid opening . r ARTICLE 9 - CONTRACT TIMES r 9. 01 The number of calendar days within which, or the dates by which , the Work is to be (a) Substantially Completed and (b) also completed and ready for final payment are set forth in the r Agreement. The construction window within the Indian River Farms Water Control right of Way along 0 Street is December 1 , 2006 through May 31 , 2007 . ARTICLE 10 - LIQUIDATED DAMAGES 10 . 01 Provisions for liquidated damages, if any, are set forth in the Agreement. IMP ARTICLE 11 - SUBSTITUTE AND " OR-EQUAL" ITEMS + 11 . 01 The Contract , if awarded , will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or "or-equal' items. Whenever it is specified or described in the Bidding Documents that a substitute or "or- equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the Agreement. The procedure for submission of any such application by r CONTRACTOR and consideration by ENGINEER is set forth in the General Conditions and may be supplemented in the General Requirements. r ARTICLE 12 - SUBCONTRACTORS , SUPPLIERS , AND OTHERS 12 . 01 If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers , individuals , or entities to be submitted to OWNER in advance of a specified date prior to the 0209-00200 - Instructions to Bidders.doc 00200 - 5 ,� F:1EngineenngV(tapital Projectsv)209 th Street Bridge Over Coach Diti:bt=9 Ih Street Bridge Over Cooch 07.20-OM0209-00200 - InslruIXions to Bidders.doc Rev. 05101 the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in paragraph 4 . 06 of the General Conditions. ,. 4. 05 On request, OWNER will provide Bidder access to the Site to conduct such examinations , investigations , explorations, tests , and studies as Bidder deems necessary for submission of a Bid . Bidder shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies . 4. 07 It is the responsibility of each Bidder before submitting a Bid to : A. examine and carefully study the Bidding Documents , including any Addenda and the other related data identified in the Bidding Documents; ' B. visit the Site and become familiar with and satisfy Bidder as to the general , local , and Site conditions that may affect cost, progress, and performance of the Work; + C. become familiar with and satisfy Bidder as to all federal , state, and local Laws and Regulations that may affect cost, progress , or performance of the Work; D . carefully study all reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4 . 02 of the General Conditions, and carefully study all reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4.06 of the General Conditions; E . obtain and carefully study (or assume responsibility for doing so) all additional or supplementary examinations , investigations, explorations, tests , studies, and data concerning conditions (overhead, surface , subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress , or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including any specific means, methods , techniques, sequences, and procedures of construction expressly required by the Bidding Documents , and safety precautions and programs incident thereto; F. agree at the time of submitting its Bid that no further examinations, investigations , explorations, tests, studies, or data are necessary for the determination of its Bid for performance .. of the Work at the price bid and within the times and in accordance with the other terms and conditions of the Bidding Documents; + G. become aware of the general nature of the work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents ; H . correlate the information known to Bidder, information and observations obtained from ' visits to the Site , reports and drawings identified in the Bidding Documents , and all additional examinations, investigations , explorations , tests , studies, and data with the Bidding Documents; ' I . promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by ENGINEER is acceptable to Bidder; and r 0209-00200 - Instructions to Bidders.doc 00200 - 3 a F.lEngineering\Capital Projeotsw209-0ih Street Bridge Over Cooch DAW2093th Street Bridge Over Cooch 07-20-0610209-00200 - Instructions to Bidders.doc Rev. 05101 s J . determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work . .. 4. 08 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is .. premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means , methods, techniques , sequences , and procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given ENGINEER written notice of all conflicts , errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by ENGINEER are acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and r convey understanding of all terms and conditions for performing and furnishing the Work. ARTICLE 5 - PRE-BID CONFERENCE r 5. 01 The date, time, and location for a Pre-Bid conference , if any, are specified in the Advertisement for Bids. Representatives of OWNER and ENGINEER will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference . ENGINEER will transmit to all prospective Bidders of record such Addenda as ENGINEER considers necessary in r response to questions arising at the conference . Oral statements may not be relied upon and will not be binding or legally effective. r ARTICLE 6 - SITE AND OTHER AREAS r 6 . 01 The Site is identified in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by r CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Bidding Documents . r ARTICLE 7 - INTERPRETATIONS AND ADDENDA r 7. 01 All questions about the meaning or intent of the Bidding Documents are to be submitted to ENGINEER in writing . Interpretations or clarifications considered necessary by r ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties through the Issuing Office as having received the Bidding Documents . Questions received less than ten days prior to the date for opening of Bids may not be answered . Only questions ,. answered by Addenda will be binding . Oral and other interpretations or clarifications will be without legal effect. r 7. 02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by OWNER or ENGINEER . 0209-00200 - Instructions to Bidders.doc 00200 - 4 r FAEngineerin9\Capital Proleds10209- th Street Bridge Dver Coots DR02N9 th Street Bridge Over Cooc 07-20-W=09-00200 - Instrutlbns to Bidders.doc Rev. 05101 r Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested , shall within five days after Bid opening , submit to OWNER a list of all such + Subcontractors, Suppliers, individuals , or entities proposed for those portions of the Work for which such identification is required . Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each r such Subcontractor, Supplier, individual , or entity if requested by OWNER. If OWNER or ENGINEER, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual , or entity, OWNER may, before the Notice of Award is given , request apparent + Successful Bidder to submit a substitute , without an increase in the Bid . 12. 02 If apparent Successful Bidder declines to make any such substitution , OWNER may r award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid security of any Bidder. Any Subcontractor, Supplier, individual , or entity so listed and against which OWNER or ENGINEER makes no written objection prior to the + giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in paragraph 6. 06 of the General Conditions . r 12. 03 CONTRACTOR shall not be required to employ any Subcontractor, Supplier, individual , or entity against whom CONTRACTOR has reasonable objection. ARTICLE 13 - PREPARATION OF BID r 13 .01 The Bid form is included with the Bidding Documents. Additional copies may be obtained r from the Issuing Office. 13. 02 All blanks on the Bid form shall be completed by printing in ink or by typewriter and the Bid signed . A Bid price shall be indicated for each section , Bid item , alternative, adjustment unit price item , and unit price item listed therein , or the words " No Bid , " " No Change , " or "Not Applicable" entered . 13. 03 A Bid by a corporation shall be executed in the corporate name by the president or a vice- president or other corporate officer accompanied by evidence of authority to sign . The corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature . 13. 04 A Bid by a partnership shall be executed in the partnership name and signed by a partner r (whose title must appear under the signature) , accompanied by evidence of authority to sign . The official address of the partnership shall be shown below the signature . 13 . 05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign . The state of formation of the firm and the official address of the firm must be shown below the signature . s 13 .06 A Bid by an individual shall show the Bidder's name and official address. 13 . 07 A Bid by a joint venture shall be executed by each joint venturor in the manner indicated on the Bid form . The official address of the joint venture must be shown below the signature. 13. 08 All names shall be typed or printed in ink below the signatures. r 0209-00200 - Instructions to Bidders.doc 00200 - 6 M F:%EngineeringlCapital Projects102094th Street Bridge Over Cooch MM1020 th Street Bndge Over Cooch 07-20-0510209-00200 - Instmotions to Biddm.doc Rev. 05101 13. 09 The Bid shall contain an acknowledgment of receipt of all Addenda , the numbers of which shall be filled in on the Bid form . 13. 10 The address and telephone number for communications regarding the Bid shall be shown . r 13 . 11 The Bid shall contain evidence of Bidder's authority and qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the Contract. Bidder's state contractor license number or county registration number for the state or county of the Project, if any, shall also be shown on the Bid form . 13 . 12 All supporting information requested in the Bid Form must be furnished . Do not leave r any questions or requests unanswered . r ARTICLE 14 - BASIS OF BID ; EVALUATION OF BIDS 14. 01 Unit Price r A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the Bid schedule. s B. The total of all estimated prices will be determined as the sum of the products of the estimated quantity of each item and the unit price Bid for the item . The final quantities and r Contract Price will be determined in accordance with paragraph 11 . 03 of the General Conditions . C . Discrepancies between the multiplication of units of Work and unit prices will be _ resolved in favor of the unit prices . Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum . Discrepancies between words and figures will be resolved in favor of the words . 14. 02 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as provided in paragraph 11 . 02 of the General Conditions . 14 . 03 The Bidder' s attention is called to the fact that any estimate of quantities of work to be done and materials to be furnished under the Specifications as shown on the Bid Schedule , or elsewhere , is approximate only and not guaranteed . The OWNER does not assume any responsibility that the final quantities shall remain in strict accordance with the estimated quantities , nor shall the Bidder plead misunderstanding or deception because of such estimate .. of quantities or of the character, location of the work, or other conditions pertaining thereto . .. ARTICLE 15 - SUBMITTAL OF BID 15 . 01 The Bid form is to be completed and submitted with the Bid security and the following data: A. Sworn Statement under Section 105. 08, Indian River County Code, on Disclosure of Relationships. r B. Sworn Statement under the Florida Trench Safety Act. C. General Information Required of Bidders. 0209-00200 - Instructions to Bidders.doc 00200 - 7 r F3EngineennglCapllal Projects102094th Street Bridge Over Cooch Oitch102094th Street Bridge Over Cooch 07-20-0810209-00200 - Iretructions to eidders.doc Rev. 05101 r ARTICLE 8 - BID SECURITY r 8. 01 A Bid must be accompanied by Bid security made payable to OWNER in the amount specified in the Bid Form and in the form of a certified or bank check or a Bid Bond [on the form r attached] issued by a surety meeting the requirements of paragraphs 5. 01 and 5 . 02 of the General Conditions. r 8. 02 The Bid security of the Successful Bidder will be retained until such Bidder has executed the Contract Documents , furnished the required contract security and met the other conditions of the Notice of Award , whereupon the Bid security will be returned . If the Successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within 15 days after the Notice of Award, OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited . The Bid security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until + the earlier of seven days after the Effective Date of the Agreement or 61 days after the Bid opening , whereupon Bid security furnished by such Bidders will be returned . r 8. 03 Bid security of other Bidders whom OWNER believes do not have a reasonable chance of receiving the award will be returned within seven days after the Bid opening . r ARTICLE 9 - CONTRACT TIMES r 9. 01 The number of calendar days within which, or the dates by which , the Work is to be (a) Substantially Completed and (b) also completed and ready for final payment are set forth in the r Agreement. The construction window within the Indian River Farms Water Control right of Way along 0 Street is December 1 , 2006 through May 31 , 2007 . ARTICLE 10 - LIQUIDATED DAMAGES 10 . 01 Provisions for liquidated damages, if any, are set forth in the Agreement. IMP ARTICLE 11 - SUBSTITUTE AND " OR-EQUAL" ITEMS + 11 . 01 The Contract , if awarded , will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or "or-equal' items. Whenever it is specified or described in the Bidding Documents that a substitute or "or- equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the Agreement. The procedure for submission of any such application by r CONTRACTOR and consideration by ENGINEER is set forth in the General Conditions and may be supplemented in the General Requirements. r ARTICLE 12 - SUBCONTRACTORS , SUPPLIERS , AND OTHERS 12 . 01 If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers , individuals , or entities to be submitted to OWNER in advance of a specified date prior to the 0209-00200 - Instructions to Bidders.doc 00200 - 5 ,� F:1EngineenngV(tapital Projectsv)209 th Street Bridge Over Coach Diti:bt=9 Ih Street Bridge Over Cooch 07.20-OM0209-00200 - InslruIXions to Bidders.doc Rev. 05101 r Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested , shall within five days after Bid opening , submit to OWNER a list of all such + Subcontractors, Suppliers, individuals , or entities proposed for those portions of the Work for which such identification is required . Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each r such Subcontractor, Supplier, individual , or entity if requested by OWNER. If OWNER or ENGINEER, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual , or entity, OWNER may, before the Notice of Award is given , request apparent + Successful Bidder to submit a substitute , without an increase in the Bid . 12. 02 If apparent Successful Bidder declines to make any such substitution , OWNER may r award the Contract to the next lowest Bidder that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid security of any Bidder. Any Subcontractor, Supplier, individual , or entity so listed and against which OWNER or ENGINEER makes no written objection prior to the + giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in paragraph 6. 06 of the General Conditions . r 12. 03 CONTRACTOR shall not be required to employ any Subcontractor, Supplier, individual , or entity against whom CONTRACTOR has reasonable objection. ARTICLE 13 - PREPARATION OF BID r 13 .01 The Bid form is included with the Bidding Documents. Additional copies may be obtained r from the Issuing Office. 13. 02 All blanks on the Bid form shall be completed by printing in ink or by typewriter and the Bid signed . A Bid price shall be indicated for each section , Bid item , alternative, adjustment unit price item , and unit price item listed therein , or the words " No Bid , " " No Change , " or "Not Applicable" entered . 13. 03 A Bid by a corporation shall be executed in the corporate name by the president or a vice- president or other corporate officer accompanied by evidence of authority to sign . The corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature . 13. 04 A Bid by a partnership shall be executed in the partnership name and signed by a partner r (whose title must appear under the signature) , accompanied by evidence of authority to sign . The official address of the partnership shall be shown below the signature . 13 . 05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign . The state of formation of the firm and the official address of the firm must be shown below the signature . s 13 .06 A Bid by an individual shall show the Bidder's name and official address. 13 . 07 A Bid by a joint venture shall be executed by each joint venturor in the manner indicated on the Bid form . The official address of the joint venture must be shown below the signature. 13. 08 All names shall be typed or printed in ink below the signatures. r 0209-00200 - Instructions to Bidders.doc 00200 - 6 M F:%EngineeringlCapital Projects102094th Street Bridge Over Cooch MM1020 th Street Bndge Over Cooch 07-20-0510209-00200 - Instmotions to Biddm.doc Rev. 05101 r D. General Information Required of Bidders . E. List of Subcontractors. r 15 . 02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the advertisement or invitation to Bid and shall be enclosed in an opaque sealed envelope plainly marked with the Project title (and , if applicable , the designated portion of the Project for which the Bid is submitted) , the name and address of Bidder, and shall be accompanied by the Bid security and other required documents. If mail or other delivery system sends a Bid , the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation " BID ENCLOSED . " A mailed Bid shall be " addressed to Indian River County, Purchasing Division, 2625 19" Avenue, Vero Beach , Florida , 32960 . r ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID r 16. 01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids . 16 . 02 If within 24 hours after Bids are opened any Bidder files a duly signed written notice with r OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid , that Bidder may withdraw its Bid , and the Bid security will be returned . Thereafter, if the Work is rebid, that Bidder will be disqualified from further bidding on the Work. r ARTICLE 17 - OPENING OF BIDS 17. 01 Bids will be opened at the time and place indicated in the advertisement or invitation to Bid and , unless obviously non-responsive, read aloud publicly. An abstract of the amounts of the base Bids and major alternates , if any, will be made available to Bidders after the opening of Bids. ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE 18. 01 All Bids will remain subject to acceptance for the period of time stated in the Bid Form , but OWNER may, in its sole discretion, release any Bid and return the Bid security prior to the end of r this period. ARTICLE 19 - AWARD OF CONTRACT r 19. 01 OWNER reserves the right to reject any or all Bids , including without limitation , nonconforming , nonresponsive, unbalanced , or conditional Bids . OWNER further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to be non-responsible . OWNER may also reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder. OWNER also reserves 0209-00200 - Instructions to Bidders.doc 00200 - 8 FAEngineennglCaiddal Pmjec1s10209-4th Street Bridge Over Cooch Oltch02094th Street Bridge Over Coorh 07-20-06%DM9-00200 - lrsdwctions to Bidders.doo Rev. 05MI r + the right to waive all informalities not involving price, time , or changes in the Work and to negotiate contract terms with the Successful Bidder. The County will not reimburse any Bidder for bid preparation costs . 19. 02 More than one Bid for the same Work from an individual or entity under the same or + different names will not be considered . Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest. ' 19. 03 In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements , and such alternates , unit prices and other data , as may be requested in the Bid Form or prior to the Notice of Award . It is the OWNER's intent to accept alternates (if any are accepted) in the order in which they are listed on the Bid form , but OWNER may accept them in any order or combination. + 19. 04 In evaluating Bidders , OWNER will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers , and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors , .. Suppliers , and other individuals or entities must be submitted as provided in the Supplementary Conditions. 19. 05 OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals , or entities to perform the Work in accordance with the Contract Documents . 19. 06 If the Contract is to be awarded , OWNER will award the Contract to the Bidder whose Bid is in the best interests of the Project. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE 20. 01 Article 5 of the General Conditions , as may be modified by the Supplementary Conditions , sets forth OWNER's requirements as to performance and payment Bonds and insurance. When .. the Successful Bidder delivers the executed Agreement to OWNER, it must be accompanied by such Bonds, unless the Bonds have been waived due to the total contract being less than $50 , 000. ARTICLE 21 - SIGNING OF AGREEMENT + 21 . 01 When OWNER gives a Notice of Award to the Successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement with the other Contract + Documents which are identified in the Agreement as attached thereto. Within fifteen ( 15) days thereafter, Successful Bidder shall sign and deliver the required number of counterparts of the + Agreement and attached documents to OWNER. 21 . 02 OWNER shall return one fully signed counterpart to Successful Bidder. 21 . 03 Should Bidder to whom the Contract has been awarded refuse or fail to complete the requirements of Article 21 . 01 above, the additional time in calendar days , required to correctly complete the documents will be deducted , in equal amount, from the Contract time . Or, the + OWNER may elect to revoke the Award and the OWNER shall hold the Bid Bond for 0209-00200 - Instructions to Bidders.doc 00200 - 9 F9Engineeriwicapital Projects102094th Street Bridge Over Cooch OitchW2094th Street Bridge Over Cooch 07-20-00W209-00200 - Insttontions to Biddes.doc Rev. 05101 13. 09 The Bid shall contain an acknowledgment of receipt of all Addenda , the numbers of which shall be filled in on the Bid form . 13. 10 The address and telephone number for communications regarding the Bid shall be shown . r 13 . 11 The Bid shall contain evidence of Bidder's authority and qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the Contract. Bidder's state contractor license number or county registration number for the state or county of the Project, if any, shall also be shown on the Bid form . 13 . 12 All supporting information requested in the Bid Form must be furnished . Do not leave r any questions or requests unanswered . r ARTICLE 14 - BASIS OF BID ; EVALUATION OF BIDS 14. 01 Unit Price r A. Bidders shall submit a Bid on a unit price basis for each item of Work listed in the Bid schedule. s B. The total of all estimated prices will be determined as the sum of the products of the estimated quantity of each item and the unit price Bid for the item . The final quantities and r Contract Price will be determined in accordance with paragraph 11 . 03 of the General Conditions . C . Discrepancies between the multiplication of units of Work and unit prices will be _ resolved in favor of the unit prices . Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum . Discrepancies between words and figures will be resolved in favor of the words . 14. 02 The Bid price shall include such amounts as the Bidder deems proper for overhead and profit on account of cash allowances, if any, named in the Contract Documents as provided in paragraph 11 . 02 of the General Conditions . 14 . 03 The Bidder' s attention is called to the fact that any estimate of quantities of work to be done and materials to be furnished under the Specifications as shown on the Bid Schedule , or elsewhere , is approximate only and not guaranteed . The OWNER does not assume any responsibility that the final quantities shall remain in strict accordance with the estimated quantities , nor shall the Bidder plead misunderstanding or deception because of such estimate .. of quantities or of the character, location of the work, or other conditions pertaining thereto . .. ARTICLE 15 - SUBMITTAL OF BID 15 . 01 The Bid form is to be completed and submitted with the Bid security and the following data: A. Sworn Statement under Section 105. 08, Indian River County Code, on Disclosure of Relationships. r B. Sworn Statement under the Florida Trench Safety Act. C. General Information Required of Bidders. 0209-00200 - Instructions to Bidders.doc 00200 - 7 r F3EngineennglCapllal Projects102094th Street Bridge Over Cooch Oitch102094th Street Bridge Over Cooch 07-20-0810209-00200 - Iretructions to eidders.doc Rev. 05101 r D. General Information Required of Bidders . E. List of Subcontractors. r 15 . 02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the advertisement or invitation to Bid and shall be enclosed in an opaque sealed envelope plainly marked with the Project title (and , if applicable , the designated portion of the Project for which the Bid is submitted) , the name and address of Bidder, and shall be accompanied by the Bid security and other required documents. If mail or other delivery system sends a Bid , the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation " BID ENCLOSED . " A mailed Bid shall be " addressed to Indian River County, Purchasing Division, 2625 19" Avenue, Vero Beach , Florida , 32960 . r ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID r 16. 01 A Bid may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids . 16 . 02 If within 24 hours after Bids are opened any Bidder files a duly signed written notice with r OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid , that Bidder may withdraw its Bid , and the Bid security will be returned . Thereafter, if the Work is rebid, that Bidder will be disqualified from further bidding on the Work. r ARTICLE 17 - OPENING OF BIDS 17. 01 Bids will be opened at the time and place indicated in the advertisement or invitation to Bid and , unless obviously non-responsive, read aloud publicly. An abstract of the amounts of the base Bids and major alternates , if any, will be made available to Bidders after the opening of Bids. ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE 18. 01 All Bids will remain subject to acceptance for the period of time stated in the Bid Form , but OWNER may, in its sole discretion, release any Bid and return the Bid security prior to the end of r this period. ARTICLE 19 - AWARD OF CONTRACT r 19. 01 OWNER reserves the right to reject any or all Bids , including without limitation , nonconforming , nonresponsive, unbalanced , or conditional Bids . OWNER further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to be non-responsible . OWNER may also reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder. OWNER also reserves 0209-00200 - Instructions to Bidders.doc 00200 - 8 FAEngineennglCaiddal Pmjec1s10209-4th Street Bridge Over Cooch Oltch02094th Street Bridge Over Coorh 07-20-06%DM9-00200 - lrsdwctions to Bidders.doo Rev. 05MI r ARTICLE 22 - SALES AND USE TAXES 22 . 01 OWNER is exempt from Florida state sales and use taxes on materials and equipment to be incorporated in the Work. Exemption No. 85-8012622034C-3 . Said taxes shall not be included in the Bid . Refer to paragraph 6 . 10 of the Supplementary Conditions for additional • information . _ ARTICLE 23 — RETAINAGE 23 . 01 This Section intentionally left blank. ARTICLE 24 - CONTRACTS TO BE ASSIGNED • 24 . 01 This Section intentionally left blank. i ARTICLE 25 - PARTNERING 25 . 01 This Section intentionally left blank. • * * END OF SECTION • • • r • 0209-00200 - Instructions to Bidders.doc 00200 - 10 F1Engineenng%Capital Projects102094th Street Brgge Over Cooch Ditch\02094th Street Bndge Over Cm07-20-060209-00200 - Instrucoons m Sitlrlers.tl Rev. 05/01 • • SECTION 00300 - Bid Package Contents THIS PACKAGE CONTAINS : r SECTION TITLE SECTION NUMBER Bid Form 00310 " Bid Bond 00430 Public Entity Crimes Affidavit 00450 • Sworn Statement on Disclosure of Relationships 00452 • Sworn Statement Under the Florida Trench Safety Act 00454 General Information Required of Bidders 00456 r List of Subcontractors 00458 r SUBMIT TWO (2) COPIES OF THIS COMPLETE PACKAGE WITH YOUR BID • • * * END OF SECTION r 0209-00300 - Bid Package Contents. doc 00300 1 P:1EnginaednglCapital Projects102094b Street Bridge Over Cooch Oitch=09-0h Street Bridge Over Cooch 07-20-060209-00300 - Bid Package Contente.docRev. 05/01 + the right to waive all informalities not involving price, time , or changes in the Work and to negotiate contract terms with the Successful Bidder. The County will not reimburse any Bidder for bid preparation costs . 19. 02 More than one Bid for the same Work from an individual or entity under the same or + different names will not be considered . Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest. ' 19. 03 In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements , and such alternates , unit prices and other data , as may be requested in the Bid Form or prior to the Notice of Award . It is the OWNER's intent to accept alternates (if any are accepted) in the order in which they are listed on the Bid form , but OWNER may accept them in any order or combination. + 19. 04 In evaluating Bidders , OWNER will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers , and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors , .. Suppliers , and other individuals or entities must be submitted as provided in the Supplementary Conditions. 19. 05 OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals , or entities to perform the Work in accordance with the Contract Documents . 19. 06 If the Contract is to be awarded , OWNER will award the Contract to the Bidder whose Bid is in the best interests of the Project. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE 20. 01 Article 5 of the General Conditions , as may be modified by the Supplementary Conditions , sets forth OWNER's requirements as to performance and payment Bonds and insurance. When .. the Successful Bidder delivers the executed Agreement to OWNER, it must be accompanied by such Bonds, unless the Bonds have been waived due to the total contract being less than $50 , 000. ARTICLE 21 - SIGNING OF AGREEMENT + 21 . 01 When OWNER gives a Notice of Award to the Successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement with the other Contract + Documents which are identified in the Agreement as attached thereto. Within fifteen ( 15) days thereafter, Successful Bidder shall sign and deliver the required number of counterparts of the + Agreement and attached documents to OWNER. 21 . 02 OWNER shall return one fully signed counterpart to Successful Bidder. 21 . 03 Should Bidder to whom the Contract has been awarded refuse or fail to complete the requirements of Article 21 . 01 above, the additional time in calendar days , required to correctly complete the documents will be deducted , in equal amount, from the Contract time . Or, the + OWNER may elect to revoke the Award and the OWNER shall hold the Bid Bond for 0209-00200 - Instructions to Bidders.doc 00200 - 9 F9Engineeriwicapital Projects102094th Street Bridge Over Cooch OitchW2094th Street Bridge Over Cooch 07-20-00W209-00200 - Insttontions to Biddes.doc Rev. 05101 ARTICLE 22 - SALES AND USE TAXES 22 . 01 OWNER is exempt from Florida state sales and use taxes on materials and equipment to be incorporated in the Work. Exemption No. 85-8012622034C-3 . Said taxes shall not be included in the Bid . Refer to paragraph 6 . 10 of the Supplementary Conditions for additional • information . _ ARTICLE 23 — RETAINAGE 23 . 01 This Section intentionally left blank. ARTICLE 24 - CONTRACTS TO BE ASSIGNED • 24 . 01 This Section intentionally left blank. i ARTICLE 25 - PARTNERING 25 . 01 This Section intentionally left blank. • * * END OF SECTION • • • r • 0209-00200 - Instructions to Bidders.doc 00200 - 10 F1Engineenng%Capital Projects102094th Street Brgge Over Cooch Ditch\02094th Street Bndge Over Cm07-20-060209-00200 - Instrucoons m Sitlrlers.tl Rev. 05/01 • _ I vI R Indian Inver County q Purchasing Division ' 18402 51h Street *� Vero Beach , FL 32960 LpRriV Phone (772) 567-8000 Fax (772) 770-5095 Ext, 1416 ADDENDUM NO. 1 Date : September 19, 2006 Project Namer w TWwwwwak Replacement 11 `° Street SW Paving and Drainage Project Bid Number. 2006049 Bid Opening Date : September 27, 2006 at 2 : 00 p. m. THIS ADDENDUM DOES NOT CHANGE THE BID DUE DATE TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED : This ADDENDUM is intended to clarify, correct, or change the Bidding Requirements of the Contract Documents. Therefore, it hereby supercedes anything to the contrary in the Bidding Requirements or contract Documents. This ADDENDUM is hereby made a part of and shall be attached to the subject Bidding Requirements and Contract Documents. * * * * * * ** * * * * *This Addendum MUST be returned with your Bid** * * ** * * * * * * * * All Bids must be mailed to the Purchasing Division office located at 1840 25 `h Street or hand delivered to 2525 St. Lucie Ave., Vero Beach, FL 32960 Prior to the Date and Time shown above. Late bids will be returned unopened . 1 ; 0 /Z0 39Gd h1N O083nI " IaNI 16E68LLZLL 61 : Et 900Z /0Z / 60 Page 00310.5, ITEMIZED BID SCHEDULE of the contract doc unents, under 11 " Street SW - item W :Item No. Desctintion Unit Quantity 334- 1 - 113 SUI'ERPAVE ASPHALTIC CONCRETRE TN 700 (TRAFFIC C) (SP-9.5) ( 1 ") Shall be amended to read: .+ Item No. Description Unit Quantity 334 - 1 - 113 SUPERPAVE ASPHALTIC CONCRETRE TN 700 (TRAFFIC C) (SP-9. 5) ( 11 (SURFACE COURSE) ADDITIONAL ITEM: 334- 1 -213 SUPERPAVE ASPHALTIC CONCRETRE TN 875 (TRAFFIC C) (SP- 12. 5) ( 1 1/.") (STRUCTURE- COURSE) AW The drawings titled: "l Vh Street SW Between 17s' Avenue SW & 9s` Court. SW" shall be amended as follows: Sheet 2 - TYPICAL SECTION 11TH STREET SW shall include: 1 '/0' Type SP-12.5 Asphalt between the 1 " SP 9. 5 asphalt surface course and the 6" Cemented Coquina Shell Base course. i Sheet 5 — The SUMMARY OF QUANTITIES shall include additional item: ' Item No. Descrirrtian Estimated 334- 1 -213 SUPERPAVE ASPRAT TIC CONCRETRE TTN Quantity N 875 (TRAFFIC C) (SP- 12. 5) ( 11/411) (STRUCTURE. COURSE) 2. Page 00310.3 , ITEMIZED BID SCHEDULE of the contract documents, under 4"' Street / Cooch Ditch Bridge Replacement: Item N. Descriotion Unit Quantity i 102,99 CHANGEABLE — VARIABLE MESSAGE ED 120 SIGN (TEMPORARY) Shall be amended to read: Item No. Description U ' tit i 102-99 CHANGEABLE — VARIABLE MESSAGE SIGN (TEMPORARY) " Clarification for use: the intended use is at six locations during the maximum 45-day allowable closure of 4thStreet for the box culvert installation at the Cooch Ditch. " 2 i ?0 /E0 39Cd AiN CYJN3J1IWV1GNI I6E68LLZLL 61 : Ei 900Z /0Z /60 • SECTION 00300 - Bid Package Contents THIS PACKAGE CONTAINS : r SECTION TITLE SECTION NUMBER Bid Form 00310 " Bid Bond 00430 Public Entity Crimes Affidavit 00450 • Sworn Statement on Disclosure of Relationships 00452 • Sworn Statement Under the Florida Trench Safety Act 00454 General Information Required of Bidders 00456 r List of Subcontractors 00458 r SUBMIT TWO (2) COPIES OF THIS COMPLETE PACKAGE WITH YOUR BID • • * * END OF SECTION r 0209-00300 - Bid Package Contents. doc 00300 1 P:1EnginaednglCapital Projects102094b Street Bridge Over Cooch Oitch=09-0h Street Bridge Over Cooch 07-20-060209-00300 - Bid Package Contente.docRev. 05/01 _ I vI R Indian Inver County q Purchasing Division ' 18402 51h Street *� Vero Beach , FL 32960 LpRriV Phone (772) 567-8000 Fax (772) 770-5095 Ext, 1416 ADDENDUM NO. 1 Date : September 19, 2006 Project Namer w TWwwwwak Replacement 11 `° Street SW Paving and Drainage Project Bid Number. 2006049 Bid Opening Date : September 27, 2006 at 2 : 00 p. m. THIS ADDENDUM DOES NOT CHANGE THE BID DUE DATE TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED : This ADDENDUM is intended to clarify, correct, or change the Bidding Requirements of the Contract Documents. Therefore, it hereby supercedes anything to the contrary in the Bidding Requirements or contract Documents. This ADDENDUM is hereby made a part of and shall be attached to the subject Bidding Requirements and Contract Documents. * * * * * * ** * * * * *This Addendum MUST be returned with your Bid** * * ** * * * * * * * * All Bids must be mailed to the Purchasing Division office located at 1840 25 `h Street or hand delivered to 2525 St. Lucie Ave., Vero Beach, FL 32960 Prior to the Date and Time shown above. Late bids will be returned unopened . 1 ; 0 /Z0 39Gd h1N O083nI " IaNI 16E68LLZLL 61 : Et 900Z /0Z / 60 3. Clarification to the contract documents and plans - Page 003104, ITEMIZED BID SCHEDULE of the contract documents, under 1 I 'h Street SW; Item No . Description Unit Quantity 103- 1 EROSION AND WATER POLLUTION CONTROL LS 1 The contractor shall provide a Stormwater Pollution Prevention Plan Signed and a Florida Registered Professional Engineer that complies with all state, local and Federal laws and regulations regarding erosion A+ and pollution leaving the work site. The plan shall be submitted to the Engineer prior to the issuance of the Notice to Proceed. (See Section 104 of the Technical Provisions and Appendix B in the contract documents) The Contractor shall submit a Florida Department of Protection, Notice of Intent to use Generic Permit for Stormwater Discharge from Large and Small Construction Activities (Rule 62-621 . 300(4), FAC) 4 , Clarification to the contract documents and plans ; Page 00310-3 , ITEMIZED BID SCHEDULE of the contract documents, under 4"' Street / Cooch Ditch Bridge replacement: Item No. Deserintion Unit Quantity w 102- 1 MAINTENANCE FO TRAFFIC LS I Detour of traffic will be pennitted only during the 45-day maximum closure of 4"' Street. The detour rout shall be through 27`h Avenue, 8`^ Street, and 43 `" Avenue. Detour through residential streets will not be permitted. The contractor shall submit a detailed detour plan to the Engineer prior to the closure of 4'h Street. Company Name C Name : �Ct rlp Title : (Type l Prined) Authorized Siggnlat'ufre : Date : 1 — 2�7 �0 � kc Telephone : JlO�1 —� �� Fax: �7 OU 3 Z0 3JVd AlNnOON3AIdNVIQNI ir,F0.L71 / 7 / / Q7 ! CT ga07i07icn Indian. River County q 7 Purchasing Division .. 1840 25th Street * � Vero . Beach, FL 32960 '�I.ORXIJ4* Phone (772) 5674000 Fax (772) 770-5095 Ext. 1416 .. ADDENDUM NO . 2 Date : September 25, 2006 .. Project Name : 4th Street/Cooch Ditch Bridge Replacement IIt" Street SW Paving and Drainage Project Bid Number: 2006049 ., Bid Opening Date: September 27, 2006 at 21. 00 p.m . THIS ADDENDUM DOES NOT CHANGE THE BID DUE DATE INS TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED : This ADDENDUM is intended to clarify, correct, or change the Bidding Requirements of the Contract Documents . 'Therefore, it hereby supersedes anything to the contrary in the Bidding Requirements or contract Documents. This ADDENDUM is hereby made a part of and shall be attached to the subject Bidding Requirements and Contract Documents. Addendum MUST be returned with your Bid * * * *** * * * * * ** * All Bids must be mailed to the Purchasing Division office located at 1840 25th Street or band delivered to 2525 St. Lucie Ave ., Vero Beach, FL 32960 Prior to the Date anal Time shown above . Late bids will be teturned unopened. dw 1 . The following questions were asked and is responded as Follows : . Question : 1l ' ' Street SW Plans shows items to be relocated or adjusted, but does not specify what item. Please clarify? r l r Page 00310.5, ITEMIZED BID SCHEDULE of the contract doc unents, under 11 " Street SW - item W :Item No. Desctintion Unit Quantity 334- 1 - 113 SUI'ERPAVE ASPHALTIC CONCRETRE TN 700 (TRAFFIC C) (SP-9.5) ( 1 ") Shall be amended to read: .+ Item No. Description Unit Quantity 334 - 1 - 113 SUPERPAVE ASPHALTIC CONCRETRE TN 700 (TRAFFIC C) (SP-9. 5) ( 11 (SURFACE COURSE) ADDITIONAL ITEM: 334- 1 -213 SUPERPAVE ASPHALTIC CONCRETRE TN 875 (TRAFFIC C) (SP- 12. 5) ( 1 1/.") (STRUCTURE- COURSE) AW The drawings titled: "l Vh Street SW Between 17s' Avenue SW & 9s` Court. SW" shall be amended as follows: Sheet 2 - TYPICAL SECTION 11TH STREET SW shall include: 1 '/0' Type SP-12.5 Asphalt between the 1 " SP 9. 5 asphalt surface course and the 6" Cemented Coquina Shell Base course. i Sheet 5 — The SUMMARY OF QUANTITIES shall include additional item: ' Item No. Descrirrtian Estimated 334- 1 -213 SUPERPAVE ASPRAT TIC CONCRETRE TTN Quantity N 875 (TRAFFIC C) (SP- 12. 5) ( 11/411) (STRUCTURE. COURSE) 2. Page 00310.3 , ITEMIZED BID SCHEDULE of the contract documents, under 4"' Street / Cooch Ditch Bridge Replacement: Item N. Descriotion Unit Quantity i 102,99 CHANGEABLE — VARIABLE MESSAGE ED 120 SIGN (TEMPORARY) Shall be amended to read: Item No. Description U ' tit i 102-99 CHANGEABLE — VARIABLE MESSAGE SIGN (TEMPORARY) " Clarification for use: the intended use is at six locations during the maximum 45-day allowable closure of 4thStreet for the box culvert installation at the Cooch Ditch. " 2 i ?0 /E0 39Cd AiN CYJN3J1IWV1GNI I6E68LLZLL 61 : Ei 900Z /0Z /60 3. Clarification to the contract documents and plans - Page 003104, ITEMIZED BID SCHEDULE of the contract documents, under 1 I 'h Street SW; Item No . Description Unit Quantity 103- 1 EROSION AND WATER POLLUTION CONTROL LS 1 The contractor shall provide a Stormwater Pollution Prevention Plan Signed and a Florida Registered Professional Engineer that complies with all state, local and Federal laws and regulations regarding erosion A+ and pollution leaving the work site. The plan shall be submitted to the Engineer prior to the issuance of the Notice to Proceed. (See Section 104 of the Technical Provisions and Appendix B in the contract documents) The Contractor shall submit a Florida Department of Protection, Notice of Intent to use Generic Permit for Stormwater Discharge from Large and Small Construction Activities (Rule 62-621 . 300(4), FAC) 4 , Clarification to the contract documents and plans ; Page 00310-3 , ITEMIZED BID SCHEDULE of the contract documents, under 4"' Street / Cooch Ditch Bridge replacement: Item No. Deserintion Unit Quantity w 102- 1 MAINTENANCE FO TRAFFIC LS I Detour of traffic will be pennitted only during the 45-day maximum closure of 4"' Street. The detour rout shall be through 27`h Avenue, 8`^ Street, and 43 `" Avenue. Detour through residential streets will not be permitted. The contractor shall submit a detailed detour plan to the Engineer prior to the closure of 4'h Street. Company Name C Name : �Ct rlp Title : (Type l Prined) Authorized Siggnlat'ufre : Date : 1 — 2�7 �0 � kc Telephone : JlO�1 —� �� Fax: �7 OU 3 Z0 3JVd AlNnOON3AIdNVIQNI ir,F0.L71 / 7 / / Q7 ! CT ga07i07icn Answer : itezms to oe reiocateu or aajustea are power poles , water nlorcts, w .,«, VMVQ,, v, stop signs , r The utility owners prior to construction will relocate power poles . Water meter relocations , water valve adjustments and stop sign .relocations will be added as itemized bid items. Other items such as mail boxes, other signs or incidentals shall be included in the project as incidental work. Page 00310-5 ITEMIZED BID SCHEDULE of the contract documents, under 11 '' street SW shall include: ADDITIONAL ITEMS : Iteim No . Description Unit Ouantii 11. 0-2-1 Water Meter Relocation 1. 1 EA 110-2-2 Water Valve Adjustment 21 EA 110-2-3 Stop Sign Relocation 12 EA Question : Addendum # 1 show "CONCRETE" Please clarify? do Answer: The term CONCRETE is used in the item SUPERPAVE ASPHALTIC CONCRETE is a bituminous treatment surface course per FDOT Standard Specifications r for Road and Bridge Construction, Section 334. 2. Attachment : Revised Pages 00310-3 & 00310-51 ITEMIZED BID SCHEDULE of the Contract Documents. Company Name?-; nb44u.4 cr)+ Name : tp►' O +4' q e Title : Ye51C1P1r (Type / Minted) — Authorized Signature : , Date : `7 — 21 -'aO Telephone: x"11 StoLQ V00 Fax: ,—la i&ou 1 $ 2 SECTION 00310 - Bid Form PROJECT IDENTIFICATION : Project Name : 4t' Street/Cooch Ditch Bridge Replacement & 11 h Street SW Paving and Drainage Project County Project Number: 0209 & 9321 _ Project Address: 4 Street at 35 Avenue , 11 Street SW between 17 Avenue SW to 9 Court SW Project Description: The project will include the removal of a wood pile two-lane bridge and a wooden pedestrian bridge . The bridges will be replaced with a single 12' x 8' reinforced concrete box culvert. The project will include the paving of an existing dirt road . The road paving ( 11 Street SW, between 17 Avenue SW and 411- -Court SW) will be approximately 3500 feet in length and 22 feet wide . Type F curbing on both sides with concrete flumes will be included in the project. THIS BID IS SUBMITTED TO : INDIAN RIVER COUNTY 2525 ST. LUCIE AVENUE VERO BEACH , FLORIDA 32960 1 .01 The undersigned Bidder proposes and agrees, if this Bid is accepted , to enter into an Agreement with OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and +. Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. The Bid will remain subject to acceptance for 60 days after the Bid opening , or for such longer period of time that Bidder may agree to in writing upon request of OWNER. 3. 01 In submitting this Bid , Bidder represents, as set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bidding Documents , the other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged. Addendum Date Addendum Number 9 ' 9 -as- ZQoca a. B . Bidder has visited the Site and become familiar with and is satisfied as to the general , local and Site conditions that may affect cost, progress , and performance of the Work. C. Bidder is familiar with and is satisfied as to all federal , state and local Laws and Regulations that may affect cost, progress and performance . of the Work. D. Bidder has carefully studied all: ( 1 ) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to F 00310 - 1 0209-00310 - Bid Form Alt-doc :1ErpirreernglCapBal projeclsb209-0N Simi Badge Ova Cootlt Oitdt1D209ith Street Bndge Over Ccoch 07.200610209-00310 . Bid Form AA..doc Rev. 05!16!07 Indian. River County q 7 Purchasing Division .. 1840 25th Street * � Vero . Beach, FL 32960 '�I.ORXIJ4* Phone (772) 5674000 Fax (772) 770-5095 Ext. 1416 .. ADDENDUM NO . 2 Date : September 25, 2006 .. Project Name : 4th Street/Cooch Ditch Bridge Replacement IIt" Street SW Paving and Drainage Project Bid Number: 2006049 ., Bid Opening Date: September 27, 2006 at 21. 00 p.m . THIS ADDENDUM DOES NOT CHANGE THE BID DUE DATE INS TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED : This ADDENDUM is intended to clarify, correct, or change the Bidding Requirements of the Contract Documents . 'Therefore, it hereby supersedes anything to the contrary in the Bidding Requirements or contract Documents. This ADDENDUM is hereby made a part of and shall be attached to the subject Bidding Requirements and Contract Documents. Addendum MUST be returned with your Bid * * * *** * * * * * ** * All Bids must be mailed to the Purchasing Division office located at 1840 25th Street or band delivered to 2525 St. Lucie Ave ., Vero Beach, FL 32960 Prior to the Date anal Time shown above . Late bids will be teturned unopened. dw 1 . The following questions were asked and is responded as Follows : . Question : 1l ' ' Street SW Plans shows items to be relocated or adjusted, but does not specify what item. Please clarify? r l r Answer : itezms to oe reiocateu or aajustea are power poles , water nlorcts, w .,«, VMVQ,, v, stop signs , r The utility owners prior to construction will relocate power poles . Water meter relocations , water valve adjustments and stop sign .relocations will be added as itemized bid items. Other items such as mail boxes, other signs or incidentals shall be included in the project as incidental work. Page 00310-5 ITEMIZED BID SCHEDULE of the contract documents, under 11 '' street SW shall include: ADDITIONAL ITEMS : Iteim No . Description Unit Ouantii 11. 0-2-1 Water Meter Relocation 1. 1 EA 110-2-2 Water Valve Adjustment 21 EA 110-2-3 Stop Sign Relocation 12 EA Question : Addendum # 1 show "CONCRETE" Please clarify? do Answer: The term CONCRETE is used in the item SUPERPAVE ASPHALTIC CONCRETE is a bituminous treatment surface course per FDOT Standard Specifications r for Road and Bridge Construction, Section 334. 2. Attachment : Revised Pages 00310-3 & 00310-51 ITEMIZED BID SCHEDULE of the Contract Documents. Company Name?-; nb44u.4 cr)+ Name : tp►' O +4' q e Title : Ye51C1P1r (Type / Minted) — Authorized Signature : , Date : `7 — 21 -'aO Telephone: x"11 StoLQ V00 Fax: ,—la i&ou 1 $ 2 r existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in r paragraph 4. 02 of the General Conditions, and (2) reports and drawings of a Hazardous Environmental Condition , if any, which have been identified in the Supplementary Conditions as provided in paragraph 4. 06 of the General Conditions . E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous r to the Site which may affect cost, progress , or performance of the Work or which relate to any aspect of the means, methods, techniques , sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods , techniques, sequences , and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto. ,. F. Bidder does not consider that any further examinations, investigations , explorations , tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of r the Bidding Documents. G . Bidder is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents . r H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and r all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents. r I . Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. K. The Bidder is aware that as part of the permit conditions, the construction window for this project is from December 1 , 2006 through May 31 , 2007. " 4. 01 Bidder further represents that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association , organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid ; Bidder has not solicited or induced any individual or entity to refrain from bidding ; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. [The remainder of page intentionally left blank] 00310 - 2 020M0310 - Bid Form AR. .doc ■ F:1En9ineerMlGapital Pralede102094th Street Bridge Over LOOM Oitch=09- Sl 8ndge Aver COW 07-20.0610209-00310 - M Forth AlL dw Rev. W1 6M1 PrOJBCt Name: -4-KW MQQMw o-w�rviuu Ah SfTeet/ COOCH DITCH BR GER LACEMENT 77T STREET SW PAVING DRA AGE + ftem Na. Desal Ion Bidders Name: ' ,M1h STREE.TI.0000 DITCB.'BRIDY3E REpCACEMENF: Unit uantl Unit Pries Amou 101 -1 MOBILIZATION LS 1 5(Q310 563 + 102-1 MAINTENANCE OF TRAFFIC LS 1 �QV � mil 1 �Gl + 102.74-1 BARRICADE TEMP, TYPE II ED 1 800 , Oo `npry�� c 102-74.2 BARRICADE EMP. TYPE 111 ED 450 �12 00 (qa)c + •t 102.99 CHANGEABLE - VARIABLE MESSAGE SIGN TEMP ED 270 104-11 FLOATING TURBIDITY BARRIER LF 160 1� 104.13-1 SILT FENCE TYPE III l ,c '1�� LF 800 '4'' .11d(A 108-1 AS-BUILTS LS 1 L14Cb `7W + 110-1•1 CLEARING & GRUBBINGLS 1 IT13O JQ- 12 12D-4 SUBSOIL EXCAVATION CY 118 :yo 00 4248 + 120.6 ANNELOXAVATIONCY 353 28ce gggy' 120.6-1 EMBANKMENT LS 1 + 285,714 OPTIONAL BASE CEMENTED COQUINA GROUP 14 04"1.TWO LIFTS5V 1174 � 3eb � 2Q1 ' 334-1.113 SUPERPAVE ASPHALTIC CONCRETE RAF ICC SP-9.5 1 ' `�4 TN 60.8 IdS � fOJvy + 33M1 -213 SUPERPAVE ASPHALTIC CONCRETE FFIC TN 91 4 i 1 LoCe 106ol 339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 41 .2 105 ' �13t?r1�0 400. 1 CONCRETE CLASS 1 CY 6 a 10 1(02D 100.4.2 CLASS IVCONCRETE NDWALLS �2DCY 52 T1CJ~ � �+ t li 400.01 lCONSTRUCTIONDEWATERING LS 1 5� 3w 2I$a7i _ 410.70.128 PRECAST CONCRETE BOX CULVERT IT X-81 LF fib 1 543 q �EVM� 415-1-1 REINFORCING STEEL OADWA LB 7 400 12,001, •eo 1• + 425.1.521 INLETS DITCH BOTTOM TYPE Cl10 FA 2 1 sw 3 fto0 130.11-323 CONCRETE PIPE CULVERT CLASS III 15 LF 48 Wo 32.W + 430.34.345 BRUMIN US COATED CORRUGATED BTEEI PIPE CULVERT 10 GAUGE 2" LF 48 29 • l `t �� L"• 515.1 -2 PIPE HANDRAIL - GUIDERAIL ALUMINUM 2-RAIL LF 49 �V� GgWl 522-1 lCONCRETE SIDEWALK f4aTH 'l SY 123 a36" lbos 590.1 RIPRAP SAND-CEMENT) CY 70.4 V5'S" (pblql H63044 RIPRAP UBBL DITCH LINING Z5� l�Qll'�1 N 163,2 t two 536-1.1 GUARDRAIL ROADWA LF 70 "1640 ' 4# 00• 536-2 GUARDRAIL SHOP . BENT PANELS 536-7 SPECIAL GUARDRAIL POST � � 3 536-65-26 GUARDRAILENOANCHORAGEASSEMBLY PE CR EA 2 3aD" tOo20• SECTION 00310 - Bid Form PROJECT IDENTIFICATION : Project Name : 4t' Street/Cooch Ditch Bridge Replacement & 11 h Street SW Paving and Drainage Project County Project Number: 0209 & 9321 _ Project Address: 4 Street at 35 Avenue , 11 Street SW between 17 Avenue SW to 9 Court SW Project Description: The project will include the removal of a wood pile two-lane bridge and a wooden pedestrian bridge . The bridges will be replaced with a single 12' x 8' reinforced concrete box culvert. The project will include the paving of an existing dirt road . The road paving ( 11 Street SW, between 17 Avenue SW and 411- -Court SW) will be approximately 3500 feet in length and 22 feet wide . Type F curbing on both sides with concrete flumes will be included in the project. THIS BID IS SUBMITTED TO : INDIAN RIVER COUNTY 2525 ST. LUCIE AVENUE VERO BEACH , FLORIDA 32960 1 .01 The undersigned Bidder proposes and agrees, if this Bid is accepted , to enter into an Agreement with OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and +. Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. The Bid will remain subject to acceptance for 60 days after the Bid opening , or for such longer period of time that Bidder may agree to in writing upon request of OWNER. 3. 01 In submitting this Bid , Bidder represents, as set forth in the Agreement, that: A. Bidder has examined and carefully studied the Bidding Documents , the other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged. Addendum Date Addendum Number 9 ' 9 -as- ZQoca a. B . Bidder has visited the Site and become familiar with and is satisfied as to the general , local and Site conditions that may affect cost, progress , and performance of the Work. C. Bidder is familiar with and is satisfied as to all federal , state and local Laws and Regulations that may affect cost, progress and performance . of the Work. D. Bidder has carefully studied all: ( 1 ) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to F 00310 - 1 0209-00310 - Bid Form Alt-doc :1ErpirreernglCapBal projeclsb209-0N Simi Badge Ova Cootlt Oitdt1D209ith Street Bndge Over Ccoch 07.200610209-00310 . Bid Form AA..doc Rev. 05!16!07 r existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in r paragraph 4. 02 of the General Conditions, and (2) reports and drawings of a Hazardous Environmental Condition , if any, which have been identified in the Supplementary Conditions as provided in paragraph 4. 06 of the General Conditions . E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous r to the Site which may affect cost, progress , or performance of the Work or which relate to any aspect of the means, methods, techniques , sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods , techniques, sequences , and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto. ,. F. Bidder does not consider that any further examinations, investigations , explorations , tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of r the Bidding Documents. G . Bidder is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents . r H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and r all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents. r I . Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. K. The Bidder is aware that as part of the permit conditions, the construction window for this project is from December 1 , 2006 through May 31 , 2007. " 4. 01 Bidder further represents that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association , organization or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid ; Bidder has not solicited or induced any individual or entity to refrain from bidding ; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER. [The remainder of page intentionally left blank] 00310 - 2 020M0310 - Bid Form AR. .doc ■ F:1En9ineerMlGapital Pralede102094th Street Bridge Over LOOM Oitch=09- Sl 8ndge Aver COW 07-20.0610209-00310 - M Forth AlL dw Rev. W1 6M1 4th Streetl COOCH DITCH BRIDGF= REPLACEMENT 11TH STR ET SW PAVING DRAIN GE +. Ifam No. Dosed 10" Bidders Name: Unit Cuantl Unit Price Amom 575- 1 SODDING 13AHIA 6Y 1 ,800 ?LMO w 700-40-t SINGLE POST SIGNS EA' 706-3 REFLECTIVE PAVEMENT MARKERS EA Z7 ��1� OI� V•� 4 •_ Wp. ♦ 711.34 6" TRAFFIC SKIP YELLOW HERMOPLASTIC LF 1fi0 i L 711-35-61 6" WHITE HERMOPLASTIC LF 161 'SLS lD"tT +� " O �1 ur1 711 -35-127 12' WHITE THERMOPLASTIC LF 120 T .J1�� 30 711-35-241 24m WHITE THERMOPLASTIC LF 20 r2lo ld ko' 711.36.61 6w YELLOW HERMOPLASTiC 2°°LF 520 ��QQ �� 730-88 TEMPORARY PUMPING SYSTEM LS 1 ` TU.t� '4�Of'(W� 4• 1600-900 WATERMAIN REMOVAL 20" OR LESS LF 100 ' ( law 1810.140 IWATER DIP FITTINGS STANDARD TN 1 IODw • All 7613-140.121 12" DIP WM PUSH-ON JOINT LF 100 4I3, �0" g 1619.1 SAMPLE POINTS EA 2 �/'�^�y r '�v1 m 1521.140.121 12" DIP WM FLANGED JOIN LF 30 4I 'JS~ s 1642-111-13 4" GATE VALVE EA 1 nnl,,"__ c 9v 1642-111-21 12" GATE VALVE EA 2 [ID1/V~ 5W we 40 1643-700 VALVE BOX (ADUST AND MODI M EA 2 Q/�1 LJL{ [� 1647.1.21 AIR RELEASE ASSEMBLY EA 1 2- BLOW OFF ASSEMBLY EA 1do 1 �� ► 325 clo 7648.100 12" LINESTOP EA 2 L19 P a 1692.1 -21 MECHANICAL. JOINT RESTRAININGS 12" WM EA 8 I �� ,�• 4W STREETICOOCH DITCH BRIDGE REPLACEMENT SUBTOTAL 68. 8rs a r r: ,_. • ::; ; ..r'.` .:S 3TI.SSREET W,f, - 171NG'X DFWNAGE ::__=. . •' - - 101.1 IMOBILLZATION LS r 102. 1 MAINTENANCE OF TRAFFIC L$ 102.74.1 BARRICADE EMP. TYPE 11 ED 1500 • � ' � r (7 0 0 102-74-2 BARRICADE MP. TYPE III ED 1 ,500 CLQ 103.1 EROSION AND WATER POLLUTION CONTROL LS 1 4- `�0�` 2 764-13-1 SILT FENCE TYPE III LF 7 000 e• 106-1 AS-GUILTS LS 1 110-1-1 CLEARING d GRUBBING LS 1 5200 52a 021110,24 WATER METER RELOCATION EA 11 ��•• I �� r -2 110-2-2 WATER VALVE ADJUSTMENT EA 21 I ` 1V• t� r ViZU-1-1 Street! COOCH DITCH BRIDGE REPLACEMENT 11TH STREET SW PAVING DRAINAGE - Item Desert on Bidders Name: Unit Quantl Unit Price Amoul TOP SIGN RELOCATION EA 12210WF_MOVE EXISTING PAVEMENT SY 900EGUW2 EXCAVATION LS 1 2� 04b IL IN 160-4-2 TYPE 8 STABILIZATION - 8" BY 14.000 M •s 285-714-2 OPTIONAL BASE CEMENTED COQUINA GROUP 4 - 6" - SINGLE LIFT SY 12 000 x 1jL J� /��' SIN •1 334.1 .113 SUPERPAVE ASPHALTIC CONCRETE TRAFFICC $P•8. 1" SURFACE COURSE TN 700 00 go � w"` t �1-1a' le1334.1-213 SUPERPAW ASPHALTIC COWRET[i RAFFIC SP-12.SI1114 STRUCTURE COURSE TN 875 ( O� I • � `+ ^� 20-1 -10 CONCRETE CURB !• GIJRER TYPE 'F' - FDOT INpEX X300LF 7 50020-1 -1 CONCRETE FLUME - FDOT INDEX S 203 EA 122`�75.1-1 SODDING BAHIA SY 5.000 /� 1 70040-01 RELOCATE EXISTING 111.1 STOP SIGNS+016 EA 15 ICO t RC ' � s 2�Dic 711J5.241 124" WHITE (THERMOPLASTIC) LF 353 11th STREET SW PAVING AND DRAINAGE SUBTOTAL ag 3 LS = Lump Sum LF = Linear Foot ED - Each Day CY = Cubic Yard SY = Square Yard TN = Ton EA = Each SF = Square Foot r SUMMARY - ITEMIZED BID SCHEDULE PROJECT NAME : 4TH STREET/COOCH DITCH BRIDGE REPLACEMENT & 11th STREET PAVING AND INAGE PROJECT BIDDER'S NAME: �� E CM-TROCJ AA + Imo" 4th STREETICOOCH DITCH BBRIDOE REPLACEMENT AIN SUB-TOTAL: s 5 613 * 6 • L"' SUB-TOTAL AMOUNT (IN WORDS) ewe Nurtdred S� xl-y - ELyA+ � fiousand, ec�R.# {lundnaa� � n d arty 040oc74'7 11TH STREET SW PAVING AND DRAINAGE SUB-TOTAL: $ (O a 3 " a3s • as SUB-TOTAL AMOUNT (IN WORDS) IIx - hur&wd Owe r)4y N�r�e �hoL�cL. d, -�wyhr wldnod ¢ ham,¢ y a LCCC) ea/ .� �. and FORCE ACCOUNT 30 000.00 7�'�h�f � FORCE ACCOUNT (IN WORDS): THIRTY THOUSAND DOLLARS AND NO CENTS TOTAL BID AMOUNT: . $ t , aaa , os3 A05 TOTAL BID AMOUNT (IN WORDS): one, rr, l L1I On . �wo ' hun"el 4-f • wO 46""W , PrOJBCt Name: -4-KW MQQMw o-w�rviuu Ah SfTeet/ COOCH DITCH BR GER LACEMENT 77T STREET SW PAVING DRA AGE + ftem Na. Desal Ion Bidders Name: ' ,M1h STREE.TI.0000 DITCB.'BRIDY3E REpCACEMENF: Unit uantl Unit Pries Amou 101 -1 MOBILIZATION LS 1 5(Q310 563 + 102-1 MAINTENANCE OF TRAFFIC LS 1 �QV � mil 1 �Gl + 102.74-1 BARRICADE TEMP, TYPE II ED 1 800 , Oo `npry�� c 102-74.2 BARRICADE EMP. TYPE 111 ED 450 �12 00 (qa)c + •t 102.99 CHANGEABLE - VARIABLE MESSAGE SIGN TEMP ED 270 104-11 FLOATING TURBIDITY BARRIER LF 160 1� 104.13-1 SILT FENCE TYPE III l ,c '1�� LF 800 '4'' .11d(A 108-1 AS-BUILTS LS 1 L14Cb `7W + 110-1•1 CLEARING & GRUBBINGLS 1 IT13O JQ- 12 12D-4 SUBSOIL EXCAVATION CY 118 :yo 00 4248 + 120.6 ANNELOXAVATIONCY 353 28ce gggy' 120.6-1 EMBANKMENT LS 1 + 285,714 OPTIONAL BASE CEMENTED COQUINA GROUP 14 04"1.TWO LIFTS5V 1174 � 3eb � 2Q1 ' 334-1.113 SUPERPAVE ASPHALTIC CONCRETE RAF ICC SP-9.5 1 ' `�4 TN 60.8 IdS � fOJvy + 33M1 -213 SUPERPAVE ASPHALTIC CONCRETE FFIC TN 91 4 i 1 LoCe 106ol 339-1 MISCELLANEOUS ASPHALT PAVEMENT TN 41 .2 105 ' �13t?r1�0 400. 1 CONCRETE CLASS 1 CY 6 a 10 1(02D 100.4.2 CLASS IVCONCRETE NDWALLS �2DCY 52 T1CJ~ � �+ t li 400.01 lCONSTRUCTIONDEWATERING LS 1 5� 3w 2I$a7i _ 410.70.128 PRECAST CONCRETE BOX CULVERT IT X-81 LF fib 1 543 q �EVM� 415-1-1 REINFORCING STEEL OADWA LB 7 400 12,001, •eo 1• + 425.1.521 INLETS DITCH BOTTOM TYPE Cl10 FA 2 1 sw 3 fto0 130.11-323 CONCRETE PIPE CULVERT CLASS III 15 LF 48 Wo 32.W + 430.34.345 BRUMIN US COATED CORRUGATED BTEEI PIPE CULVERT 10 GAUGE 2" LF 48 29 • l `t �� L"• 515.1 -2 PIPE HANDRAIL - GUIDERAIL ALUMINUM 2-RAIL LF 49 �V� GgWl 522-1 lCONCRETE SIDEWALK f4aTH 'l SY 123 a36" lbos 590.1 RIPRAP SAND-CEMENT) CY 70.4 V5'S" (pblql H63044 RIPRAP UBBL DITCH LINING Z5� l�Qll'�1 N 163,2 t two 536-1.1 GUARDRAIL ROADWA LF 70 "1640 ' 4# 00• 536-2 GUARDRAIL SHOP . BENT PANELS 536-7 SPECIAL GUARDRAIL POST � � 3 536-65-26 GUARDRAILENOANCHORAGEASSEMBLY PE CR EA 2 3aD" tOo20• 4th Streetl COOCH DITCH BRIDGF= REPLACEMENT 11TH STR ET SW PAVING DRAIN GE +. Ifam No. Dosed 10" Bidders Name: Unit Cuantl Unit Price Amom 575- 1 SODDING 13AHIA 6Y 1 ,800 ?LMO w 700-40-t SINGLE POST SIGNS EA' 706-3 REFLECTIVE PAVEMENT MARKERS EA Z7 ��1� OI� V•� 4 •_ Wp. ♦ 711.34 6" TRAFFIC SKIP YELLOW HERMOPLASTIC LF 1fi0 i L 711-35-61 6" WHITE HERMOPLASTIC LF 161 'SLS lD"tT +� " O �1 ur1 711 -35-127 12' WHITE THERMOPLASTIC LF 120 T .J1�� 30 711-35-241 24m WHITE THERMOPLASTIC LF 20 r2lo ld ko' 711.36.61 6w YELLOW HERMOPLASTiC 2°°LF 520 ��QQ �� 730-88 TEMPORARY PUMPING SYSTEM LS 1 ` TU.t� '4�Of'(W� 4• 1600-900 WATERMAIN REMOVAL 20" OR LESS LF 100 ' ( law 1810.140 IWATER DIP FITTINGS STANDARD TN 1 IODw • All 7613-140.121 12" DIP WM PUSH-ON JOINT LF 100 4I3, �0" g 1619.1 SAMPLE POINTS EA 2 �/'�^�y r '�v1 m 1521.140.121 12" DIP WM FLANGED JOIN LF 30 4I 'JS~ s 1642-111-13 4" GATE VALVE EA 1 nnl,,"__ c 9v 1642-111-21 12" GATE VALVE EA 2 [ID1/V~ 5W we 40 1643-700 VALVE BOX (ADUST AND MODI M EA 2 Q/�1 LJL{ [� 1647.1.21 AIR RELEASE ASSEMBLY EA 1 2- BLOW OFF ASSEMBLY EA 1do 1 �� ► 325 clo 7648.100 12" LINESTOP EA 2 L19 P a 1692.1 -21 MECHANICAL. JOINT RESTRAININGS 12" WM EA 8 I �� ,�• 4W STREETICOOCH DITCH BRIDGE REPLACEMENT SUBTOTAL 68. 8rs a r r: ,_. • ::; ; ..r'.` .:S 3TI.SSREET W,f, - 171NG'X DFWNAGE ::__=. . •' - - 101.1 IMOBILLZATION LS r 102. 1 MAINTENANCE OF TRAFFIC L$ 102.74.1 BARRICADE EMP. TYPE 11 ED 1500 • � ' � r (7 0 0 102-74-2 BARRICADE MP. TYPE III ED 1 ,500 CLQ 103.1 EROSION AND WATER POLLUTION CONTROL LS 1 4- `�0�` 2 764-13-1 SILT FENCE TYPE III LF 7 000 e• 106-1 AS-GUILTS LS 1 110-1-1 CLEARING d GRUBBING LS 1 5200 52a 021110,24 WATER METER RELOCATION EA 11 ��•• I �� r -2 110-2-2 WATER VALVE ADJUSTMENT EA 21 I ` 1V• t� r AW ITEMIZED BID SCHEDULE Project Name: #0209 4t' Street/Cooch Ditch Bridge Replacement #9321 11 `h Street SW Paving and Drain e,59 ( , Bidder Name: tfYy7 �F /lcy qjA I y 1 yea 5. 01 Bidder shall complete the Work in accordance with the Contract Documents for the price(s) 'r contained in the Bid Schedule : A. The Discrepancies between the multiplication of units of Work and unit prices will be r. resolved in favor of the unit prices . Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words . B. The Owner reserves the right to omit or add to the construction of any portion or portions of the work heretofore enumerated or shown on the plans. Furthermore , the Owner reserves the right to omit in its entirety any one or more items of the Contract without forfeiture of Contract or claims for loss of anticipated profits or any claims by the Contractor on account of such omissions . C. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids , and final payment for all Unit Price Bid items will be based on actual quantities provided. The quantities actually required to complete the contract and work may be less or more than so estimated , and, if so, no action for damages or for loss of profits shall accrue to the Contractor by reason thereof. D. Unit Prices have been computed in accordance with paragraph 11 . 03. 8 of the General Conditions. 6.01 Bidder agrees that the Work will be substantially completed and ready for final payment in accordance with paragraph 14. 07 . 8 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the 'r event of failure to complete the Work within the times specified, which shall be stated in the Agreement. r 7.01 The following documents are attached to and made a condition of this Bid : A. Required Bid security in the form oftD ; B. A tabulation of Subcontractors , Suppliers (and other] individuals and entities required to be identified in this Bid; C . Statement of Public Entity Crimes ; D. Sworn Statement under Section 105.08 , Indian River County Code, on Disclosure of Relationships; E. Sworn Statement Under the Florida Trench Safety Act; W F. General Information Required of Bidders; G. List of Subcontractors ; and H . (List other documents as pertinent). 8.01 The terms used in this Bid with initial capital letters have the meanings indicated in r the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. 0209-00310 - Bid Form AlLdoc 00310 - 6 FiEngineeringVCapdel ProjealsN2094dr Street Bridge Over Cooch Ditch002094th Street Bridge Over Coo 07-20-0610209-00310 - Bid Farm Al AI= Rev. 05116!01 ■ ITEMIZED BID SCHEDULE ,w Project Name : #0209 4L' Street/Cooch Ditch Bridge Replacement #9321 11th Street SW Paving an-d—Drraii �nagel , Bidder Name: I t �D�V1u �f�'jQ� ac- . w. SUBMITTED on , 20 cap r f i State Contractor License No . C G C 05 Q(;—I `-I u • If Bidder is : An Individual 'w Name (typed or printed) : By: (SEAL) r (Individual's signature) Doing business as: Business address: Phone No . : FAX No. : A Partnership Partnership Name: (SEAL) r By. (Signature of general partner — attach evidence of authority to sign) Name (typed or printed): Business address: Phone No. : FAX No. : r A CCorporttio 7 Lt l / t 1 Corporation Name: OSL L OY1IM L) State of Incorporation: I(Q 0 \ � Type (General r ssional , Service, Limited Liability) : B ' w ure — attach evidenc e -�off authority ' to .sig1n') ' Name (typed or printed) : ! 111'1fl 'C7� 1 W • `D Title: (CORPORATE SEAL) Atte w lgnature o Corporate Secretary) a f B sin ss ddress: 13Lo W W b � w a � Phone o. : Sfolf - 7 $Do FAX w 0209-00310 - Bid Form Alt..doc 00310 - 7 w F:1Engineeting\Capital ProjectsW20941h Sheet Bridge Over Coodt ORCOD209<th Street Bridge Over Co 07-20-06102094)0310 - Bid Form Alt.Ow Rev. 05701 ViZU-1-1 Street! COOCH DITCH BRIDGE REPLACEMENT 11TH STREET SW PAVING DRAINAGE - Item Desert on Bidders Name: Unit Quantl Unit Price Amoul TOP SIGN RELOCATION EA 12210WF_MOVE EXISTING PAVEMENT SY 900EGUW2 EXCAVATION LS 1 2� 04b IL IN 160-4-2 TYPE 8 STABILIZATION - 8" BY 14.000 M •s 285-714-2 OPTIONAL BASE CEMENTED COQUINA GROUP 4 - 6" - SINGLE LIFT SY 12 000 x 1jL J� /��' SIN •1 334.1 .113 SUPERPAVE ASPHALTIC CONCRETE TRAFFICC $P•8. 1" SURFACE COURSE TN 700 00 go � w"` t �1-1a' le1334.1-213 SUPERPAW ASPHALTIC COWRET[i RAFFIC SP-12.SI1114 STRUCTURE COURSE TN 875 ( O� I • � `+ ^� 20-1 -10 CONCRETE CURB !• GIJRER TYPE 'F' - FDOT INpEX X300LF 7 50020-1 -1 CONCRETE FLUME - FDOT INDEX S 203 EA 122`�75.1-1 SODDING BAHIA SY 5.000 /� 1 70040-01 RELOCATE EXISTING 111.1 STOP SIGNS+016 EA 15 ICO t RC ' � s 2�Dic 711J5.241 124" WHITE (THERMOPLASTIC) LF 353 11th STREET SW PAVING AND DRAINAGE SUBTOTAL ag 3 LS = Lump Sum LF = Linear Foot ED - Each Day CY = Cubic Yard SY = Square Yard TN = Ton EA = Each SF = Square Foot r SUMMARY - ITEMIZED BID SCHEDULE PROJECT NAME : 4TH STREET/COOCH DITCH BRIDGE REPLACEMENT & 11th STREET PAVING AND INAGE PROJECT BIDDER'S NAME: �� E CM-TROCJ AA + Imo" 4th STREETICOOCH DITCH BBRIDOE REPLACEMENT AIN SUB-TOTAL: s 5 613 * 6 • L"' SUB-TOTAL AMOUNT (IN WORDS) ewe Nurtdred S� xl-y - ELyA+ � fiousand, ec�R.# {lundnaa� � n d arty 040oc74'7 11TH STREET SW PAVING AND DRAINAGE SUB-TOTAL: $ (O a 3 " a3s • as SUB-TOTAL AMOUNT (IN WORDS) IIx - hur&wd Owe r)4y N�r�e �hoL�cL. d, -�wyhr wldnod ¢ ham,¢ y a LCCC) ea/ .� �. and FORCE ACCOUNT 30 000.00 7�'�h�f � FORCE ACCOUNT (IN WORDS): THIRTY THOUSAND DOLLARS AND NO CENTS TOTAL BID AMOUNT: . $ t , aaa , os3 A05 TOTAL BID AMOUNT (IN WORDS): one, rr, l L1I On . �wo ' hun"el 4-f • wO 46""W , AW ITEMIZED BID SCHEDULE Project Name: #0209 4t' Street/Cooch Ditch Bridge Replacement #9321 11 `h Street SW Paving and Drain e,59 ( , Bidder Name: tfYy7 �F /lcy qjA I y 1 yea 5. 01 Bidder shall complete the Work in accordance with the Contract Documents for the price(s) 'r contained in the Bid Schedule : A. The Discrepancies between the multiplication of units of Work and unit prices will be r. resolved in favor of the unit prices . Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words . B. The Owner reserves the right to omit or add to the construction of any portion or portions of the work heretofore enumerated or shown on the plans. Furthermore , the Owner reserves the right to omit in its entirety any one or more items of the Contract without forfeiture of Contract or claims for loss of anticipated profits or any claims by the Contractor on account of such omissions . C. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids , and final payment for all Unit Price Bid items will be based on actual quantities provided. The quantities actually required to complete the contract and work may be less or more than so estimated , and, if so, no action for damages or for loss of profits shall accrue to the Contractor by reason thereof. D. Unit Prices have been computed in accordance with paragraph 11 . 03. 8 of the General Conditions. 6.01 Bidder agrees that the Work will be substantially completed and ready for final payment in accordance with paragraph 14. 07 . 8 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the 'r event of failure to complete the Work within the times specified, which shall be stated in the Agreement. r 7.01 The following documents are attached to and made a condition of this Bid : A. Required Bid security in the form oftD ; B. A tabulation of Subcontractors , Suppliers (and other] individuals and entities required to be identified in this Bid; C . Statement of Public Entity Crimes ; D. Sworn Statement under Section 105.08 , Indian River County Code, on Disclosure of Relationships; E. Sworn Statement Under the Florida Trench Safety Act; W F. General Information Required of Bidders; G. List of Subcontractors ; and H . (List other documents as pertinent). 8.01 The terms used in this Bid with initial capital letters have the meanings indicated in r the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. 0209-00310 - Bid Form AlLdoc 00310 - 6 FiEngineeringVCapdel ProjealsN2094dr Street Bridge Over Cooch Ditch002094th Street Bridge Over Coo 07-20-0610209-00310 - Bid Farm Al AI= Rev. 05116!01 ■ ITEMIZED BID SCHEDULE r Project Name: #0209 4th Street/Cooch Ditch Bridge Replacement #9321 11th Street SW Paving and Drainage Bidder Name : U J Date of Qualification to do business is r A Joint Venture Joint Venture Name : (SEAL) By: (Signature of joint venture partner -- attach evidence of authority to sign) • Name (typed or printed): Title : Business address : Phone No . : FAX No. : Joint Venture Name: (SEAL) By: (Signature — attach evidence of authority to sign) • Name (typed or printed) : Title: Business address: Phone No. : FAX No. : r Phone and FAX Number, and Address for receipt of official communications: r (Each joint venturor must sign . The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above. ) r r r * * END OF SECTION 0209-00310 - Bid Form Alt-doc 00310 - 8 F:1EnginaeringlCep W Proleast02094th 5tr" Bridge Over Co CAchM0941h Street Bridge Over Conch 07-20-0610209-00310 . Bid Fo" Alt-doc Rev. 05401 r Bond BB01749 r SECTION 00430 - Bid Bond " KNOW ALL MEN BY THESE PRESENTS , that we (BIDDER'S NAME) Timothy Rose Contracting , Inc . as Principal, r and Developers Surety and Indemnity Company (SURETY'S NAME) a corporation duly organized under the Laws of the State of Florida as a Surety with its principal offices in the City of Plantation and authorized to do business in the State of Florida , are held and firmly bound unto INDIAN RIVER COUNTY (hereinafter called the OWNER) in the penal sum of Five Percent of Bid Amount „ ❑ollars ($ 5 of Bid ) , lawful money of the United States, amounting to 5% of the total bid price, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators , and successors, jointly and severally , firmly _ by these presents . Whereas said Principal is herewith submitting a Bid dated �� 20 b(440 for the construction of: s Project Name: 4`h Street/Ccoch Ditch Bridge Replacement & i f" Street SW Paving and Drainage County Project Number. 0209 & 9321 r Project Address: 4th Street at 35th Avenue 111" Street SW between 17'hAvenue SW to 9'h Court SW Vero Beach, Florida r Project Description : The project will include the removal of a wood pile of two-lane bridge and a wooden pedestrian bridge. The bridges will be replaced with a single 12' x iT reinforced concrete box culvert. The project will include the paving of an existing dirt road . The road paving ( 11 'h Street SW, between 1711' Avenue SW and 9'" Court SW) will be approximately 3500 feet in length and 22 feet wide . Type F curbing on both sides with concrete flumes will be included in the project. NOW THEREFORE , the condition of the above obligation is such that if the Principal does not withdraw said Bid within the period of time set forth in the Bid Documents, and on or before the fifteenth day after the Notice of Award, the Principle enters into a written contract with the OWNER in accordance with the Bid as accepted, and if the Principal gives the required bonds with good and sufficient sureties for the faithful performance and proper fulfillment of such Contract and for the protection of laborers and materialmen, then this obligation shall be null and void. Otherwise , the Principal and Surety, jointly and severally, shall on or before the sixtieth day after request by the OWNER, pay to the OWNER in money, the difference between the amount specified in said Bid and the amount for which the OWNER may procure the required work if the latter amount is greater than the former, together with any expense and reasonable attorney fees, including appellate proceedings, incurred by the OWNER if suit is brought hereon, but in no event shall Surety's liability exceed the penal sum hereof plus such expenses and attorney's fees . 0209-00430 - Bid Bond.doc C0430 - I F:',Eng'meainglCaptal PmjaRtl02094N SlreelBridge prer Coogl pSCM0209-{I1' Slrret 8ntlge Ora- CQZCh 01_20-0 2M9 30 - Bid Som-rlc ITEMIZED BID SCHEDULE ,w Project Name : #0209 4L' Street/Cooch Ditch Bridge Replacement #9321 11th Street SW Paving an-d—Drraii �nagel , Bidder Name: I t �D�V1u �f�'jQ� ac- . w. SUBMITTED on , 20 cap r f i State Contractor License No . C G C 05 Q(;—I `-I u • If Bidder is : An Individual 'w Name (typed or printed) : By: (SEAL) r (Individual's signature) Doing business as: Business address: Phone No . : FAX No. : A Partnership Partnership Name: (SEAL) r By. (Signature of general partner — attach evidence of authority to sign) Name (typed or printed): Business address: Phone No. : FAX No. : r A CCorporttio 7 Lt l / t 1 Corporation Name: OSL L OY1IM L) State of Incorporation: I(Q 0 \ � Type (General r ssional , Service, Limited Liability) : B ' w ure — attach evidenc e -�off authority ' to .sig1n') ' Name (typed or printed) : ! 111'1fl 'C7� 1 W • `D Title: (CORPORATE SEAL) Atte w lgnature o Corporate Secretary) a f B sin ss ddress: 13Lo W W b � w a � Phone o. : Sfolf - 7 $Do FAX w 0209-00310 - Bid Form Alt..doc 00310 - 7 w F:1Engineeting\Capital ProjectsW20941h Sheet Bridge Over Coodt ORCOD209<th Street Bridge Over Co 07-20-06102094)0310 - Bid Form Alt.Ow Rev. 05701 ITEMIZED BID SCHEDULE r Project Name: #0209 4th Street/Cooch Ditch Bridge Replacement #9321 11th Street SW Paving and Drainage Bidder Name : U J Date of Qualification to do business is r A Joint Venture Joint Venture Name : (SEAL) By: (Signature of joint venture partner -- attach evidence of authority to sign) • Name (typed or printed): Title : Business address : Phone No . : FAX No. : Joint Venture Name: (SEAL) By: (Signature — attach evidence of authority to sign) • Name (typed or printed) : Title: Business address: Phone No. : FAX No. : r Phone and FAX Number, and Address for receipt of official communications: r (Each joint venturor must sign . The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above. ) r r r * * END OF SECTION 0209-00310 - Bid Form Alt-doc 00310 - 8 F:1EnginaeringlCep W Proleast02094th 5tr" Bridge Over Co CAchM0941h Street Bridge Over Conch 07-20-0610209-00310 . Bid Fo" Alt-doc Rev. 05401 r IN WITNESS WHEREOF , the above-bound parties have executed this instrument under their several seals this 26 dayof September 2006 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned r representative pursuant to authority of its governing body. kkkR*%##k##*R*kk**Rkhkk3*kk#kk*Rk+FRk%M*kk#ktk#RkkkT'R4*#k4#Rhkf-k#fRlh4kkNMk*#kkkkiaY* WHEN THE PRINCIPAL IS AN INDIVIDUAL: .. Signed, sealed and delivered in the presence of: r Witness Signature of Individual Address Printed Name of Individual Witness r Address eyf�fik,lk*kklrlr*!*R4k**k1c**kfrkk*#kfrRR*!W*k*kk*N*tFTkkkkk#ki;#kR#YMhk*kk*RkkXhkk*!*kR**H* WHEN THE PRINCIPAL IS A SOLE PROPRIETORSHIP OR OPERATES UNDER A TRADE NAME: Signed, sealed and delivered in the presence of: r Witness Name of Partnership BY: Address Partner Printed Name of Partner Witness (SEAL) Address r 0209-00430 - Bitl Bond.doc 00430 - 2 FlEminev'MCapilalPnjel =0941h SaaetBridgeO ,e, Bddge Wer Co 07-2P0 209U O - BitlB dAx r WHEN THE PRINCIPAL IS A PARTNERSHIP: Signed, sealed and delivered in the presence of_ Witness Name of Partnership BY: Address Partner Printed Name of Partner r Witness (SEAL) r Address WHEN THE PRINCIPAL IS A CORPORATION: w Attest: /f� 6 Timothy Rose Contracting , Inc . retary Name of Corporation BY: � (Affix o porate SEAL} r Printed Name Timothy Rose . _ Official Tide President CERTIFICATE AS TO CORPORATE PRINCIPAL 1 certify tha tam the Secretary of the corporation named as Principal in tbb within bond; that w, c who signed the said bond on behalf of the Principal was then of said corporation : that 1 know his signature, and his signature thereto is genuine; and that said Bond was duly signed, sealed and attested for and on behalf of Said corporation by authority of Its governing body. Secretary (SEAL) **Rfk#k*kkkt*k#!R**h*# kk Mk k*##kYf#kWylk# lifiR'#kwkk'#frkh#kkW*iF*kkkk.N*kRk 0209-00430 - Bid Bofd.doc 00430 - 3 F:�E,gnee,cg,CaµtW Propus�2a3-am sues, Oneg¢ O.er coam otMD2(g-<m sires, &cd,eo Coo- c].2aDM2D3-XA130 - Bid B dd= 9 000 ) r.omri :9NI I0HNiN00 9S02J )% i Mli ate Li, g0 ZZ deS r Bond BB01749 r SECTION 00430 - Bid Bond " KNOW ALL MEN BY THESE PRESENTS , that we (BIDDER'S NAME) Timothy Rose Contracting , Inc . as Principal, r and Developers Surety and Indemnity Company (SURETY'S NAME) a corporation duly organized under the Laws of the State of Florida as a Surety with its principal offices in the City of Plantation and authorized to do business in the State of Florida , are held and firmly bound unto INDIAN RIVER COUNTY (hereinafter called the OWNER) in the penal sum of Five Percent of Bid Amount „ ❑ollars ($ 5 of Bid ) , lawful money of the United States, amounting to 5% of the total bid price, for the payment of which sum well and truly be made, we bind ourselves, our heirs, executors, administrators , and successors, jointly and severally , firmly _ by these presents . Whereas said Principal is herewith submitting a Bid dated �� 20 b(440 for the construction of: s Project Name: 4`h Street/Ccoch Ditch Bridge Replacement & i f" Street SW Paving and Drainage County Project Number. 0209 & 9321 r Project Address: 4th Street at 35th Avenue 111" Street SW between 17'hAvenue SW to 9'h Court SW Vero Beach, Florida r Project Description : The project will include the removal of a wood pile of two-lane bridge and a wooden pedestrian bridge. The bridges will be replaced with a single 12' x iT reinforced concrete box culvert. The project will include the paving of an existing dirt road . The road paving ( 11 'h Street SW, between 1711' Avenue SW and 9'" Court SW) will be approximately 3500 feet in length and 22 feet wide . Type F curbing on both sides with concrete flumes will be included in the project. NOW THEREFORE , the condition of the above obligation is such that if the Principal does not withdraw said Bid within the period of time set forth in the Bid Documents, and on or before the fifteenth day after the Notice of Award, the Principle enters into a written contract with the OWNER in accordance with the Bid as accepted, and if the Principal gives the required bonds with good and sufficient sureties for the faithful performance and proper fulfillment of such Contract and for the protection of laborers and materialmen, then this obligation shall be null and void. Otherwise , the Principal and Surety, jointly and severally, shall on or before the sixtieth day after request by the OWNER, pay to the OWNER in money, the difference between the amount specified in said Bid and the amount for which the OWNER may procure the required work if the latter amount is greater than the former, together with any expense and reasonable attorney fees, including appellate proceedings, incurred by the OWNER if suit is brought hereon, but in no event shall Surety's liability exceed the penal sum hereof plus such expenses and attorney's fees . 0209-00430 - Bid Bond.doc C0430 - I F:',Eng'meainglCaptal PmjaRtl02094N SlreelBridge prer Coogl pSCM0209-{I1' Slrret 8ntlge Ora- CQZCh 01_20-0 2M9 30 - Bid Som-rlc r IN WITNESS WHEREOF , the above-bound parties have executed this instrument under their several seals this 26 dayof September 2006 , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned r representative pursuant to authority of its governing body. kkkR*%##k##*R*kk**Rkhkk3*kk#kk*Rk+FRk%M*kk#ktk#RkkkT'R4*#k4#Rhkf-k#fRlh4kkNMk*#kkkkiaY* WHEN THE PRINCIPAL IS AN INDIVIDUAL: .. Signed, sealed and delivered in the presence of: r Witness Signature of Individual Address Printed Name of Individual Witness r Address eyf�fik,lk*kklrlr*!*R4k**k1c**kfrkk*#kfrRR*!W*k*kk*N*tFTkkkkk#ki;#kR#YMhk*kk*RkkXhkk*!*kR**H* WHEN THE PRINCIPAL IS A SOLE PROPRIETORSHIP OR OPERATES UNDER A TRADE NAME: Signed, sealed and delivered in the presence of: r Witness Name of Partnership BY: Address Partner Printed Name of Partner Witness (SEAL) Address r 0209-00430 - Bitl Bond.doc 00430 - 2 FlEminev'MCapilalPnjel =0941h SaaetBridgeO ,e, Bddge Wer Co 07-2P0 209U O - BitlB dAx TO BE EXECUTED BY CORPORATE SURETY: Attes ' SWLtWx ess Corporate Surety Dev n pers Surety and Indemnity Company r Busi essA ress 15 outh Pine Island Road , 515 1n ion , FL 33324 BY: Ix ` jRo e t Barra (Attach Power of r�tt ) Attomey-in-Fact Robert Barra .� Bob Barra Bonds , Inc . Name of Local Agency 9373 West Sample Road , Ste 206 Coral Springs , FL 33065 Business Address STATE OF FLORIDA COUNTY OF INDIAN RIVER W Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared Robert Barra to me wellknown who beingtt,vv me first duly sworn upon oath , says that he is the attomey-in-fact for the Deve1P t: 17 Cc 3 ety & and that he has been authorized byAttached Power of AttoriW&kecuteth6foregoing bond on behalf of the CONTRACTOR named therein in favor of the County of Indian River, Florida. Subscribed and sworn to before me this 26 day of September2p 06 fFup- ,00� Kam ^ Ga P"otary Public, State of Florida aW Commi"M OD224723 _ My Commission Expires: rLj EwreBOclob■r03. zoo7 4 �/ _ I�7 Any claims under this bond shall be addressed to-. C Name and address of Surety Developers Surety and Indemnity Company 150 South Pine Island Road , Ste 510 Plantation , FL 33324 Name and address of agent or representative in Florida if different from above: Telephone number of Surety and agent or representative in Florida; ( 954 j 69 - 0270 + + END OF SECTION + + 0209-00430 - Bid Bond.dac 00430 - 4 F: EnB �eenm31Cap1alProjec}slf2o5-0Ih atrte, Brkta Bridge Over Co hoz-21 pMMa9 4o - Bid Bonc .d= ■ L L M�-__ Bond BB01749 4W POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY PO BOX 19725, IRVINE. CA 92623 (949) 263-3300 www.InscoDico.com KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY does hereby make, constitute and appoint: r� * * * Robert Barra * * * as its Ove and lawful Attanrey(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporation as surety, bonds, undertakings and contracts of suretyship giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as the corporation could do, but reserving to the corporation full power of substitution and revocation, and all of the acts of said Attomcy(s)-in- Fact, pursuant to these presents, are hereby ratified and confined. r This Power ofAttomey is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY effective a9 of November 1 , 2000: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby is, authorized to execute Powers of Attomey, qualifying the Attorney(s)-in-Fact named in the Powers of Attomey to execute, on behalf of the corporation, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporation be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power ofAttomey or to any certificate relating thereto by facsimile, and any such Power ofAtmrney or card ficate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect in any bond, undertaking or contract of suretyship to which it is attached- IN ttachedIN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY has caused these presents to be signed by its respective Executive Vice President and attested by its Secretary this 1 st day of December, 2005. AND yM �q�ZT•,AND /HO�••. David H. Rhodes, Executive Vice-President OCT F ` e ew . 10 en : : d5 a ^—C� ;, 1936 iD+ta v By.Walter A. Crowell, Secretary r STATE OF CALIFORNIA hr COUNTY OF ORANGE On December I , 2005 before me, Gina L. Gamer, (here insert name and title of the officer), personally appeared David H. Rhodes and Walter A. Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument WITNESS my hand and official seal. glad • C L GINA L GARNER COMM. III1569561 NOTARY PUBLIC CALIFORNIA Signature (SEAL) W ORANGE COUNTY CERTIFICATE My QOmm. OMS Ma 13s2009 The undersigned, as Assistant Secretary, of DEVELOPERS SURETY AND INDEMNITY COMPANY, does hereby certify that the foregoing Power of Attorney remains in full force and bas not been revoked, and furthermore, that the provisions of the resolution of the respective Boards of Directors of said corporation set forth in the Power ofAttomey, is in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, the 26 day of September 2006 By Albert Hillebrand, Assistant Secretary ID-1438 (DSB (Rev. 12/05) r WHEN THE PRINCIPAL IS A PARTNERSHIP: Signed, sealed and delivered in the presence of_ Witness Name of Partnership BY: Address Partner Printed Name of Partner r Witness (SEAL) r Address WHEN THE PRINCIPAL IS A CORPORATION: w Attest: /f� 6 Timothy Rose Contracting , Inc . retary Name of Corporation BY: � (Affix o porate SEAL} r Printed Name Timothy Rose . _ Official Tide President CERTIFICATE AS TO CORPORATE PRINCIPAL 1 certify tha tam the Secretary of the corporation named as Principal in tbb within bond; that w, c who signed the said bond on behalf of the Principal was then of said corporation : that 1 know his signature, and his signature thereto is genuine; and that said Bond was duly signed, sealed and attested for and on behalf of Said corporation by authority of Its governing body. Secretary (SEAL) **Rfk#k*kkkt*k#!R**h*# kk Mk k*##kYf#kWylk# lifiR'#kwkk'#frkh#kkW*iF*kkkk.N*kRk 0209-00430 - Bid Bofd.doc 00430 - 3 F:�E,gnee,cg,CaµtW Propus�2a3-am sues, Oneg¢ O.er coam otMD2(g-<m sires, &cd,eo Coo- c].2aDM2D3-XA130 - Bid B dd= 9 000 ) r.omri :9NI I0HNiN00 9S02J )% i Mli ate Li, g0 ZZ deS TO BE EXECUTED BY CORPORATE SURETY: Attes ' SWLtWx ess Corporate Surety Dev n pers Surety and Indemnity Company r Busi essA ress 15 outh Pine Island Road , 515 1n ion , FL 33324 BY: Ix ` jRo e t Barra (Attach Power of r�tt ) Attomey-in-Fact Robert Barra .� Bob Barra Bonds , Inc . Name of Local Agency 9373 West Sample Road , Ste 206 Coral Springs , FL 33065 Business Address STATE OF FLORIDA COUNTY OF INDIAN RIVER W Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared Robert Barra to me wellknown who beingtt,vv me first duly sworn upon oath , says that he is the attomey-in-fact for the Deve1P t: 17 Cc 3 ety & and that he has been authorized byAttached Power of AttoriW&kecuteth6foregoing bond on behalf of the CONTRACTOR named therein in favor of the County of Indian River, Florida. Subscribed and sworn to before me this 26 day of September2p 06 fFup- ,00� Kam ^ Ga P"otary Public, State of Florida aW Commi"M OD224723 _ My Commission Expires: rLj EwreBOclob■r03. zoo7 4 �/ _ I�7 Any claims under this bond shall be addressed to-. C Name and address of Surety Developers Surety and Indemnity Company 150 South Pine Island Road , Ste 510 Plantation , FL 33324 Name and address of agent or representative in Florida if different from above: Telephone number of Surety and agent or representative in Florida; ( 954 j 69 - 0270 + + END OF SECTION + + 0209-00430 - Bid Bond.dac 00430 - 4 F: EnB �eenm31Cap1alProjec}slf2o5-0Ih atrte, Brkta Bridge Over Co hoz-21 pMMa9 4o - Bid Bonc .d= ■ L L M�-__ SECTION 00450 - PUBLIC ENTITY CRIMES Pursuant to Florida Statutes Section 287 . 133(2)(a) , all Bidders are hereby notified that a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid , proposal , or reply on a contract to provide any goods or services to a public entity (defined as the State of Florida , any of its departments or agencies , or any political subdivision ) ; may not submit a bid , proposal , or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids , proposals , or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity ; and may ,. not transact business with any public entity in excess of the threshold amount provided in Florida Statutes Section 287 . 017 for CATEGORY TWO [currently $25 , 000] for a period of 36 months from the date of being placed on the convicted vendor list. A "public entity crime" means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States , including , but not limited to , any bid , proposal , reply , or contract for goods or services , any lease for real property, or any contract for the construction or repair of a public building or public work , involving antitrust, fraud , theft, bribery, collusion , racketeering , conspiracy , or material misrepresentation , i i i i * ' END OF SECTION i r ■ 0209-00450 - Public Entity Crimes Statement.doc ■ F]Engin"nng%Capital Praject5t02094th Street Bridge Over Cooch OitchW2094th Street Bridge Over Cooch 07-20-CE102094 0450 - Public Entity Crimes Statement doc r SECTION 00452 - Sworn Statement under Sect. 105 .08 Indian River County Code on Disclosure of Relationships r THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC .. OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. This sworn statement is submitted with Bid , Proposal or Contract No . 0209 for 41h Street / ,. Cooch Ditch Bridge Replacement. 1 . This sworn statement is submitted by: 1Yhbp r _(Name f e sub itting sworn tatement) Vyvhose b iness address is : � t 4 `p g � l 3 � 9Cc2 and (If applicable) its Federal Employer Identification Number (FEIN) is 5- 629 y 01Wf2 r (If the entity has no FEIN , include the Social Security Number of the individual signing this sworn statement 1 � , .. 2 . My name is �Tlrno ±► �1 �. (Please print name afipdividual signing) and my relationship to the entity named above is Is yk I 4.s.3ywsr r 3 . 1 understand that an "affiliate" as defined in Section 105 . 08 , Indian River County Code, means: The term "affiliate " includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of the entity. r 4. 1 understand that the relationship with a County Commissioner or County employee that must be disclosed is as follows : Father, mother, son, daughter, brother, sister, uncle, aunt, first r cousin, nephew, niece, husband, wife, father-in-law, mother-in- law, daughter-in-law, son-in-law, brother-in-law, sister-in-law, stepfather, stepmother, stepson, stepdaughter, stepbrother, stepsister, half brother, half sister, grandparent or grandchild. 5. Based on information and belief, the statement which I have marked below is true in _ relation to the entity submitting this sworn statement . [Please indicate which statement 1ecu es.Neither the entity submitting this sworn statement, nor any officers , directors , tives , partners , shareholders, employees, members , or agents who are active in management of the entity, have any relationships as defined in Section 105. 08 , Indian River County Code , with any County Commissioner or County employee. The entity submitting this sworn statement, or one or more of the officers , directors , executives, partners , shareholders, employees , members , or agents who are active in management of the entity have the following relationships with a County Commissioner or County employee : 0209-00452 - Disclosure of Relationships.doc 00452 - 1 FaEngineering\Capital prgeclsW209<th Street Bridge Over Coots MchW2094h Street Bridge Over Cooch 07-20.0510209-00452 - Disclosure of RelatiwshipsAo ev. � 05107 Bond BB01749 4W POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY PO BOX 19725, IRVINE. CA 92623 (949) 263-3300 www.InscoDico.com KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY does hereby make, constitute and appoint: r� * * * Robert Barra * * * as its Ove and lawful Attanrey(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporation as surety, bonds, undertakings and contracts of suretyship giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as the corporation could do, but reserving to the corporation full power of substitution and revocation, and all of the acts of said Attomcy(s)-in- Fact, pursuant to these presents, are hereby ratified and confined. r This Power ofAttomey is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY effective a9 of November 1 , 2000: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby is, authorized to execute Powers of Attomey, qualifying the Attorney(s)-in-Fact named in the Powers of Attomey to execute, on behalf of the corporation, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporation be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power ofAttomey or to any certificate relating thereto by facsimile, and any such Power ofAtmrney or card ficate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect in any bond, undertaking or contract of suretyship to which it is attached- IN ttachedIN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY has caused these presents to be signed by its respective Executive Vice President and attested by its Secretary this 1 st day of December, 2005. AND yM �q�ZT•,AND /HO�••. David H. Rhodes, Executive Vice-President OCT F ` e ew . 10 en : : d5 a ^—C� ;, 1936 iD+ta v By.Walter A. Crowell, Secretary r STATE OF CALIFORNIA hr COUNTY OF ORANGE On December I , 2005 before me, Gina L. Gamer, (here insert name and title of the officer), personally appeared David H. Rhodes and Walter A. Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument WITNESS my hand and official seal. glad • C L GINA L GARNER COMM. III1569561 NOTARY PUBLIC CALIFORNIA Signature (SEAL) W ORANGE COUNTY CERTIFICATE My QOmm. OMS Ma 13s2009 The undersigned, as Assistant Secretary, of DEVELOPERS SURETY AND INDEMNITY COMPANY, does hereby certify that the foregoing Power of Attorney remains in full force and bas not been revoked, and furthermore, that the provisions of the resolution of the respective Boards of Directors of said corporation set forth in the Power ofAttomey, is in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, the 26 day of September 2006 By Albert Hillebrand, Assistant Secretary ID-1438 (DSB (Rev. 12/05) SECTION 00450 - PUBLIC ENTITY CRIMES Pursuant to Florida Statutes Section 287 . 133(2)(a) , all Bidders are hereby notified that a person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid , proposal , or reply on a contract to provide any goods or services to a public entity (defined as the State of Florida , any of its departments or agencies , or any political subdivision ) ; may not submit a bid , proposal , or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids , proposals , or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity ; and may ,. not transact business with any public entity in excess of the threshold amount provided in Florida Statutes Section 287 . 017 for CATEGORY TWO [currently $25 , 000] for a period of 36 months from the date of being placed on the convicted vendor list. A "public entity crime" means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States , including , but not limited to , any bid , proposal , reply , or contract for goods or services , any lease for real property, or any contract for the construction or repair of a public building or public work , involving antitrust, fraud , theft, bribery, collusion , racketeering , conspiracy , or material misrepresentation , i i i i * ' END OF SECTION i r ■ 0209-00450 - Public Entity Crimes Statement.doc ■ F]Engin"nng%Capital Praject5t02094th Street Bridge Over Cooch OitchW2094th Street Bridge Over Cooch 07-20-CE102094 0450 - Public Entity Crimes Statement doc i _ Name of Affiliate Name of County Relationship or Entity Commissioner or employee 1 . i 2 . 3. 4. _ 5 . 6 . 7 . i 8 . signature) � �a5 (date) i STATE OF COUNTY OF U-� - Personally appeared before me, the undersigned authority,�f?1%&61hz o fter first beinsavor affixed his/her signature in the spade provided above on this day of 20�F' ary Public, State at large ,•, . GLORIA J. MCMAT.. y Commission Expires: ;s� " " : >.; MY COMMISSION R DD 433977 °�'• a EXPIRES: May 2S, 2009 •'ji,p�,R�. `' 5MM Thai NMN Pubic urgem'71*5 ■ * * END OF SECTION 0209-00452 - Disclosure of Relationships.doc 00452 - 2 F9FsgirneeringlCapital ProjecisW2094th Street Bridge Over Coach Ditch{02094th Street Bridge Over Caoch 07.20-0e1D209-00452 - Disclosure of Relationships.docRev. lop 05/07 SECTION 00454 - Sworn Statement Under the Florida Trench Safety Act THIS FORM MUST BE SIGNED BY THE BIDDER WHO WILL BE RESPONSIBLE FOR THE EXCAVATION WORK ('BIDDER" ) , OR ITS AUTHORIZED REPRESENTATIVE , IN THE PRESENCE OF A NOTARY PUBLIC AUTHORIZED TO ADMINISTER OATHS. 1 . This Sworn Statement is submitted with Project Name : 4 t Street/Cooch Ditch Bridge +. Replacement & 11 � Street SW Paving and Drainage Project. 2. This Sworn Statement is submitted by S tt'tt� t�,�'1.1� - (Legal Nam of Entity Submitting Sworn Statement) hereinafter "BIDDER" . The BIDDER's address is 13Ca0 S.t.� BIDDER's Federal Employer Identification NumMr ( FEIN) is 3. My name is�IYYCU U3IwQ and my relationship to the BIDDER (Print a of Whividual Signing) IS (Position or Title) I certify, through my signature at the end of this Sworn Statement, that I am an r authorized representative of the BIDDER. 4 . The Trench Safety Standards that will be in effect during the construction of this Project are contained within the Trench Safety Act, Section 553 . 60 et seq . Florida Statutes and refer to the applicable Florida Statue(s) and/or OSHA Regulation (s) and include the "effective date" in the citation (s) . Reference to and compliance with the applicable Florida Statute(s) and OSHA Regulation(s) is the complete and sole responsibility of the BIDDER. Such reference will not be checked by OWNER or ENGINEER and they shall have no responsibility to review or check the BIDDER's compliance with the Trench Safety Standards . 5. The BIDDER assures the OWNER that it will comply with the applicable Trench Safety Standards and agrees to indemnify, defend and hold harmless the OWNER and ENGINEER, and any of their agents or employees, from any claims arising from the failure of the BIDDER to identify applicable standards or to comply with said standards . As specific consideration for the indemnification above, the OWNER agrees to give the BIDDER twenty-five dollars ($25. 00) , which the OWNER agrees is paid on behalf of all parties indemnified hereinabove. 6D 6 . The BIDDER has allocated and included in its bid the total amount of $ast6 based on the linear feet of trench to be excavated over five (5) feet deep , for compliance with the applicable Trench Safety Standards, and intends to comply with said standards by instituting the following specific method(s) of compliance on this Project: S—��3e– c�n� 6P-�nef[yopa The determination of the appropriate method (s) of compliance is the complete and sole responsibility of the BIDDER. Such methods will not be checked by the OWNER or ENGINEER for accuracy, completeness , or any other purpose . The OWNER and ENGINEER shall have no responsibility to review or check the BIDDER's compliance with the Trench Safety Standards . 0209-00454 - Florida Trench Safety Act.doc 00454 - 1 F:1 Nineerinq%Capital PmJe0st020941h Street Bridge Over Conch Dit 0209. street Bridge Over Conch 07-20.0610209-00454 - Florida Trer SafetyA . mRev. 115101 r SECTION 00452 - Sworn Statement under Sect. 105 .08 Indian River County Code on Disclosure of Relationships r THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC .. OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. This sworn statement is submitted with Bid , Proposal or Contract No . 0209 for 41h Street / ,. Cooch Ditch Bridge Replacement. 1 . This sworn statement is submitted by: 1Yhbp r _(Name f e sub itting sworn tatement) Vyvhose b iness address is : � t 4 `p g � l 3 � 9Cc2 and (If applicable) its Federal Employer Identification Number (FEIN) is 5- 629 y 01Wf2 r (If the entity has no FEIN , include the Social Security Number of the individual signing this sworn statement 1 � , .. 2 . My name is �Tlrno ±► �1 �. (Please print name afipdividual signing) and my relationship to the entity named above is Is yk I 4.s.3ywsr r 3 . 1 understand that an "affiliate" as defined in Section 105 . 08 , Indian River County Code, means: The term "affiliate " includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of the entity. r 4. 1 understand that the relationship with a County Commissioner or County employee that must be disclosed is as follows : Father, mother, son, daughter, brother, sister, uncle, aunt, first r cousin, nephew, niece, husband, wife, father-in-law, mother-in- law, daughter-in-law, son-in-law, brother-in-law, sister-in-law, stepfather, stepmother, stepson, stepdaughter, stepbrother, stepsister, half brother, half sister, grandparent or grandchild. 5. Based on information and belief, the statement which I have marked below is true in _ relation to the entity submitting this sworn statement . [Please indicate which statement 1ecu es.Neither the entity submitting this sworn statement, nor any officers , directors , tives , partners , shareholders, employees, members , or agents who are active in management of the entity, have any relationships as defined in Section 105. 08 , Indian River County Code , with any County Commissioner or County employee. The entity submitting this sworn statement, or one or more of the officers , directors , executives, partners , shareholders, employees , members , or agents who are active in management of the entity have the following relationships with a County Commissioner or County employee : 0209-00452 - Disclosure of Relationships.doc 00452 - 1 FaEngineering\Capital prgeclsW209<th Street Bridge Over Coots MchW2094h Street Bridge Over Cooch 07-20.0510209-00452 - Disclosure of RelatiwshipsAo ev. � 05107 i _ Name of Affiliate Name of County Relationship or Entity Commissioner or employee 1 . i 2 . 3. 4. _ 5 . 6 . 7 . i 8 . signature) � �a5 (date) i STATE OF COUNTY OF U-� - Personally appeared before me, the undersigned authority,�f?1%&61hz o fter first beinsavor affixed his/her signature in the spade provided above on this day of 20�F' ary Public, State at large ,•, . GLORIA J. MCMAT.. y Commission Expires: ;s� " " : >.; MY COMMISSION R DD 433977 °�'• a EXPIRES: May 2S, 2009 •'ji,p�,R�. `' 5MM Thai NMN Pubic urgem'71*5 ■ * * END OF SECTION 0209-00452 - Disclosure of Relationships.doc 00452 - 2 F9FsgirneeringlCapital ProjecisW2094th Street Bridge Over Coach Ditch{02094th Street Bridge Over Caoch 07.20-0e1D209-00452 - Disclosure of Relationships.docRev. lop 05/07 Mile 7) The BIDDER has allocated and included in its bid the total amount of $_50D00 based on the square feet of shoring to be used for compliance with shoring safety requirements and intends to comply with said shoring requirements by institutin the folloviing specific method (s) of compliance on this Project : Sh2E LLAak t 0111111 d. Mill The determination of the appropriate method (s) of compliance is the complete and sole responsibility of the BIDDER. Such methods will not be checked by the OWNER or ENGINEER for accuracy, completeness or any other purpose. The OWNER and ENGINEER shall have no responsibility to review or check the BIDDER's compliance with the Trench Safety Standards . 8) The BIDDER, in submitting this bid , represents that it has obtained and considered all available geotechnical information, has utilized said geotechnical information and that , based on such information and the BIDDER's own information , the BIDDER has sufficient knowledge of the Project's surface and subsurface site conditions and characteristics to assure BIDDER's compliance with the applicable Trench Safety Standards in designing the trench safety system(s) for the Project. � ( • BIDDER : .. By: Position /1 .244 G► e*V6 Title: _ Date : STATE OF _ COUNTY OF Personally appeared before me, the undersigned authority, r1�/%2cf /- w o after first being wom by me affixed his/her signature in the space' provided above on this day of . —, 20-291=7 -Vbtary Public, State at large y Commission Expires: P,, � =`� �{ MY COLORIAd MCMATFi y; MMlSSIONAD04339I7 '��%;;�a- euwec ARES: MaY 26, 2009 Nota7P✓bys UrpsraTrcers * END OF SECTION 0209-00454 - Florida Trench Safety Act.doc 00454 - 2 F %EngirreeringlCapitel Projecte02094th Street Bridge Over Conch Oilch0209-0M Street Bridge Over Conch 07-20-061020940454 - Florida Trench Safety A .doc ev. 05N1 SECTION 00456 - QUALIFICATIONS QUESTIONNAIRE + NOTICE: THE OWNER RETAINS THE DISCRETION TO REJECT THE BIDS OF NON- RESPONSIBLE BIDDERS . + UNDER PENALTY OF PERJURY, the undersigned Bidder Guarantees the truth and accuracy of all statements and answers herein contained. Failure to comply with these requirements + may be considered sufficient justification to disqualify a Bidder. Attach additional sheets as required . + Documentation Submitted with Project No : 0209 & 9321 Project Names : 4th Street 1 Cooch Ditch Bridge Replacement + 11th Street SW Paving & Drainage A 1 . Bidder's Name / Address h m �O �Q - ( 3 (DQ - S l V Old dku ) G + 2 . Bidder's Telephone & FAX Numbers : CT) -I1 a -�aD4 -1 3 . Licensing and Corporate Status: + a. Is Contractor License current? b. Bidder's Contractor License No: C GCO 4 [Attach a copy of Contractor's License to the bid] + c . Attach documentation from the State of Florida Division of Corporations that indicates the business entity's status is active and that lists the names and titles of all officers . + 4. Number of years the firm has performed business as a Contractor in construction work of the type involved in this contract: O� o1 5 . What is the last project OF THIS NATURE that the firm has completed? iso ` yam' 6 . Has the firm ever failed to complete work awarded to you? [If your answer is "yes , then attach a separate page to this questionnaire that explains the circumstances and list the project name, Owner, and the Owner's telephone number for each project in which the firm failed to complete the work. ] 7 . Has the firm ever been accessed liquidated damages? _ [If your answer is "yes, then attach a separate page to this questionnaire that explains the circumstances and list the project name , Owner, and the Owner's telephone number for each project in which liquidated damages have been accessed . ] i 0209-00456 - Qualifications Questionnaire.doc 00456 - i F?Engineering\Capital Pmlec \[)209-0th Street Bridge Over Cooch DiichM09ith SUe Bndge Over Coo 07-20-0610203-00456 - Qualifications QuestimnaireAmRev. i OSlD1 SECTION 00454 - Sworn Statement Under the Florida Trench Safety Act THIS FORM MUST BE SIGNED BY THE BIDDER WHO WILL BE RESPONSIBLE FOR THE EXCAVATION WORK ('BIDDER" ) , OR ITS AUTHORIZED REPRESENTATIVE , IN THE PRESENCE OF A NOTARY PUBLIC AUTHORIZED TO ADMINISTER OATHS. 1 . This Sworn Statement is submitted with Project Name : 4 t Street/Cooch Ditch Bridge +. Replacement & 11 � Street SW Paving and Drainage Project. 2. This Sworn Statement is submitted by S tt'tt� t�,�'1.1� - (Legal Nam of Entity Submitting Sworn Statement) hereinafter "BIDDER" . The BIDDER's address is 13Ca0 S.t.� BIDDER's Federal Employer Identification NumMr ( FEIN) is 3. My name is�IYYCU U3IwQ and my relationship to the BIDDER (Print a of Whividual Signing) IS (Position or Title) I certify, through my signature at the end of this Sworn Statement, that I am an r authorized representative of the BIDDER. 4 . The Trench Safety Standards that will be in effect during the construction of this Project are contained within the Trench Safety Act, Section 553 . 60 et seq . Florida Statutes and refer to the applicable Florida Statue(s) and/or OSHA Regulation (s) and include the "effective date" in the citation (s) . Reference to and compliance with the applicable Florida Statute(s) and OSHA Regulation(s) is the complete and sole responsibility of the BIDDER. Such reference will not be checked by OWNER or ENGINEER and they shall have no responsibility to review or check the BIDDER's compliance with the Trench Safety Standards . 5. The BIDDER assures the OWNER that it will comply with the applicable Trench Safety Standards and agrees to indemnify, defend and hold harmless the OWNER and ENGINEER, and any of their agents or employees, from any claims arising from the failure of the BIDDER to identify applicable standards or to comply with said standards . As specific consideration for the indemnification above, the OWNER agrees to give the BIDDER twenty-five dollars ($25. 00) , which the OWNER agrees is paid on behalf of all parties indemnified hereinabove. 6D 6 . The BIDDER has allocated and included in its bid the total amount of $ast6 based on the linear feet of trench to be excavated over five (5) feet deep , for compliance with the applicable Trench Safety Standards, and intends to comply with said standards by instituting the following specific method(s) of compliance on this Project: S—��3e– c�n� 6P-�nef[yopa The determination of the appropriate method (s) of compliance is the complete and sole responsibility of the BIDDER. Such methods will not be checked by the OWNER or ENGINEER for accuracy, completeness , or any other purpose . The OWNER and ENGINEER shall have no responsibility to review or check the BIDDER's compliance with the Trench Safety Standards . 0209-00454 - Florida Trench Safety Act.doc 00454 - 1 F:1 Nineerinq%Capital PmJe0st020941h Street Bridge Over Conch Dit 0209. street Bridge Over Conch 07-20.0610209-00454 - Florida Trer SafetyA . mRev. 115101 Mile 7) The BIDDER has allocated and included in its bid the total amount of $_50D00 based on the square feet of shoring to be used for compliance with shoring safety requirements and intends to comply with said shoring requirements by institutin the folloviing specific method (s) of compliance on this Project : Sh2E LLAak t 0111111 d. Mill The determination of the appropriate method (s) of compliance is the complete and sole responsibility of the BIDDER. Such methods will not be checked by the OWNER or ENGINEER for accuracy, completeness or any other purpose. The OWNER and ENGINEER shall have no responsibility to review or check the BIDDER's compliance with the Trench Safety Standards . 8) The BIDDER, in submitting this bid , represents that it has obtained and considered all available geotechnical information, has utilized said geotechnical information and that , based on such information and the BIDDER's own information , the BIDDER has sufficient knowledge of the Project's surface and subsurface site conditions and characteristics to assure BIDDER's compliance with the applicable Trench Safety Standards in designing the trench safety system(s) for the Project. � ( • BIDDER : .. By: Position /1 .244 G► e*V6 Title: _ Date : STATE OF _ COUNTY OF Personally appeared before me, the undersigned authority, r1�/%2cf /- w o after first being wom by me affixed his/her signature in the space' provided above on this day of . —, 20-291=7 -Vbtary Public, State at large y Commission Expires: P,, � =`� �{ MY COLORIAd MCMATFi y; MMlSSIONAD04339I7 '��%;;�a- euwec ARES: MaY 26, 2009 Nota7P✓bys UrpsraTrcers * END OF SECTION 0209-00454 - Florida Trench Safety Act.doc 00454 - 2 F %EngirreeringlCapitel Projecte02094th Street Bridge Over Conch Oilch0209-0M Street Bridge Over Conch 07-20-061020940454 - Florida Trench Safety A .doc ev. 05N1 8. Has the firm ever been charged by OSHA for violating any OSHA regulations ? J `6 [If your answer is "yes , then attach a separate page to this questionnaire that explains the circumstances and list the project name, Owner, and the Owner's telephone number for each project in which OSHA violations were alleged . ] 9. m firm ever been charged with noncompliance of any public policy or rules? [If your answer is "yes, then attach a separate page to this questionnaire that explains the circumstances and list the project name , Owner, and the Owner's telephone number for each project. ] 10 . Attach to this questionnaire, a notarized financial statement and other information that documents the firm 's financial strength and history. 11 . Has the firm ever defaulted on any of its projects? _ [If your answer is "yes , then attach a separate page to this questionnaire that explains the circumstances and list the project name , Owner, and the Owner's telephone number for each project in which a default occurred .] 12. Attach a separate page to this questionnaire that summarizes the firm 's current workload and that demonstrates its ability to meet the project schedule. 13. Name ofperson who inspected the site of the proposed work for the firm : ,. Name : ] irn 1 t Date of Inspections: '1 14. Name of on-site Project Foreman: 2Lcq rnu r yDaK Number of years of experience — with similar projects as a Project Foreman : 15 . Name of Project Manager: 1 ► '•'Y� ` nwA Number of years of experience with similar projects as a Project Manager: (.-)/C>k r r [The remainder of this page was left blank intentionally] 5 0209-00456 - Qualifications Questionnaire.doc 00456 - 2 F:%EnginearinglCapital Projec4 =09-0th Streen Bridge Ovar Cooch nil 02094th Sleet Bridge Over Cooch 07-20-06W209-00456 - Qualifications Questionnaire.docRev. • @ OW • Timothy Rose Contracting , Inc. Balance Sheet June 30, 2006 • Assets Current Assets: Cash $ 806,648 Accounts receivable 11868 , 612 • Cost & estimated earnings in excess of billings 19, 933 • Total current assets 21695, 193 Property & equipment Furniture & fixtures 17,668 Office equipment 27, 727 Construction equipment 31178, 909 • Vehicles 11198 , 304 Total 40422,608 Less: accumulated depreciation (3,827 , 310) Property & equipment - net 595,298 Marketable equity securities 124, 924 Security deposits 517 • Total assets $ 3,415, 932 r See accompanying accountants compilation report SECTION 00456 - QUALIFICATIONS QUESTIONNAIRE + NOTICE: THE OWNER RETAINS THE DISCRETION TO REJECT THE BIDS OF NON- RESPONSIBLE BIDDERS . + UNDER PENALTY OF PERJURY, the undersigned Bidder Guarantees the truth and accuracy of all statements and answers herein contained. Failure to comply with these requirements + may be considered sufficient justification to disqualify a Bidder. Attach additional sheets as required . + Documentation Submitted with Project No : 0209 & 9321 Project Names : 4th Street 1 Cooch Ditch Bridge Replacement + 11th Street SW Paving & Drainage A 1 . Bidder's Name / Address h m �O �Q - ( 3 (DQ - S l V Old dku ) G + 2 . Bidder's Telephone & FAX Numbers : CT) -I1 a -�aD4 -1 3 . Licensing and Corporate Status: + a. Is Contractor License current? b. Bidder's Contractor License No: C GCO 4 [Attach a copy of Contractor's License to the bid] + c . Attach documentation from the State of Florida Division of Corporations that indicates the business entity's status is active and that lists the names and titles of all officers . + 4. Number of years the firm has performed business as a Contractor in construction work of the type involved in this contract: O� o1 5 . What is the last project OF THIS NATURE that the firm has completed? iso ` yam' 6 . Has the firm ever failed to complete work awarded to you? [If your answer is "yes , then attach a separate page to this questionnaire that explains the circumstances and list the project name, Owner, and the Owner's telephone number for each project in which the firm failed to complete the work. ] 7 . Has the firm ever been accessed liquidated damages? _ [If your answer is "yes, then attach a separate page to this questionnaire that explains the circumstances and list the project name , Owner, and the Owner's telephone number for each project in which liquidated damages have been accessed . ] i 0209-00456 - Qualifications Questionnaire.doc 00456 - i F?Engineering\Capital Pmlec \[)209-0th Street Bridge Over Cooch DiichM09ith SUe Bndge Over Coo 07-20-0610203-00456 - Qualifications QuestimnaireAmRev. i OSlD1 8. Has the firm ever been charged by OSHA for violating any OSHA regulations ? J `6 [If your answer is "yes , then attach a separate page to this questionnaire that explains the circumstances and list the project name, Owner, and the Owner's telephone number for each project in which OSHA violations were alleged . ] 9. m firm ever been charged with noncompliance of any public policy or rules? [If your answer is "yes, then attach a separate page to this questionnaire that explains the circumstances and list the project name , Owner, and the Owner's telephone number for each project. ] 10 . Attach to this questionnaire, a notarized financial statement and other information that documents the firm 's financial strength and history. 11 . Has the firm ever defaulted on any of its projects? _ [If your answer is "yes , then attach a separate page to this questionnaire that explains the circumstances and list the project name , Owner, and the Owner's telephone number for each project in which a default occurred .] 12. Attach a separate page to this questionnaire that summarizes the firm 's current workload and that demonstrates its ability to meet the project schedule. 13. Name ofperson who inspected the site of the proposed work for the firm : ,. Name : ] irn 1 t Date of Inspections: '1 14. Name of on-site Project Foreman: 2Lcq rnu r yDaK Number of years of experience — with similar projects as a Project Foreman : 15 . Name of Project Manager: 1 ► '•'Y� ` nwA Number of years of experience with similar projects as a Project Manager: (.-)/C>k r r [The remainder of this page was left blank intentionally] 5 0209-00456 - Qualifications Questionnaire.doc 00456 - 2 F:%EnginearinglCapital Projec4 =09-0th Streen Bridge Ovar Cooch nil 02094th Sleet Bridge Over Cooch 07-20-06W209-00456 - Qualifications Questionnaire.docRev. • @ OW 1w r Timothy Rose Contracting, Inc. Balance Sheet June 30. 2005 Liabilities and Stockholder's Equity Current Liabilities: Current portion of LTD $ 89, 301 Accounts payable 825,626 Billings in excess of costs & estimated earnings 57,691 Total current liabilities $ 972,618 r Long-term debt, net of current portion 239, 121 r Stockholder's equity: Capital stock, $ 1 par value, 500 shares r authorized, issued & outstanding 500 Paid-in-capital 127,897 unrealized (loss) on securities (5, 897 r Retained Earnings _ j 081 298 Total stockholder's equity 2 204 194 r Total liabilities and stockholders equity 354159932 r See accompanying accountant's compilation report r Timothy Rose Contracting, Inc. Statement of Income and Retained Earnings June 30 , 2006 Revenue: Construction revenue $ 518541158 Costs of Sales: Materials & supplies 1 ,5301208 Wages 773, 877 Contract services 1 , 134, 532 Total cost of sales 3 ,438,617 r Gross Profit 2 ,4151541 Operating expenses: Depreciation expense 172,575 Telephone 12, 566 Repairs & maintenance 265 ,987 Insurance & bonding 124,589 Officer salary 49, 000 ! Taxes & licenses 85,392 Vehicle expenses 1971305 Equipment rental 231 , 142 Sanitation 122, 361 Gifts & entertainment 11838 ` Legal & accounting 22,625 Office supplies & expenses 14,009 Shop supplies 10,567 ■ Travel 94809 Utilities 21475 Total operating expenses 1 ,322,241 r � I Income from operations 11093, 300 Other income and (expense) r Interest and dividend income 753 Child support process fee 518 Miscellaneous income 2 ,000 Gain (loss) on sale of asset 68,479 interest expense (11 ,891 ) I Other (expense) - net 59 ,860 ■ I Net income 11153, 160 I Retained earnings, beginning 937, 937 Dividends paid ■ I Retained earnings, ending 2,0811298 I I See accompanying accountant's compilation report i I I • Timothy Rose Contracting , Inc. Balance Sheet June 30, 2006 • Assets Current Assets: Cash $ 806,648 Accounts receivable 11868 , 612 • Cost & estimated earnings in excess of billings 19, 933 • Total current assets 21695, 193 Property & equipment Furniture & fixtures 17,668 Office equipment 27, 727 Construction equipment 31178, 909 • Vehicles 11198 , 304 Total 40422,608 Less: accumulated depreciation (3,827 , 310) Property & equipment - net 595,298 Marketable equity securities 124, 924 Security deposits 517 • Total assets $ 3,415, 932 r See accompanying accountants compilation report 1w r Timothy Rose Contracting, Inc. Balance Sheet June 30. 2005 Liabilities and Stockholder's Equity Current Liabilities: Current portion of LTD $ 89, 301 Accounts payable 825,626 Billings in excess of costs & estimated earnings 57,691 Total current liabilities $ 972,618 r Long-term debt, net of current portion 239, 121 r Stockholder's equity: Capital stock, $ 1 par value, 500 shares r authorized, issued & outstanding 500 Paid-in-capital 127,897 unrealized (loss) on securities (5, 897 r Retained Earnings _ j 081 298 Total stockholder's equity 2 204 194 r Total liabilities and stockholders equity 354159932 r See accompanying accountant's compilation report r ., Timothy Rose Contracting, Inc. Statement of Cash Flows For the Six Months ended June 30, 2005 do Cash Fiows From Operating Activities Net income 1 , 1537160 Adjustments to reconcile net income to net cash provided by operating activities: Depreciation 172 ,575 Decrease (increase) in accounts receivable (151 , 921 ) Decrease (increase) in costs in excess of billings 162 ,459 (Decrease) increase in accounts payable (379,029) Increase (decrease) in billings in excess of costs 231314 • Net cash provided by operating activities 980 ,558 Cash Flows Used in Investing Activities Purchased equipment (52, 354) Purchased marketable securities Sold marketable securities Shareholder withdrawals 91799 Net cash used in investing activities (62, 153) Cash Flows From Financing Activities New borrowings 511835 i Principal payments ( 185,688) Net cash (used) provided by financing activities (133, 853) Net increase (decrease) in cash 784, 552 Cash at beginning of year 22, 097 wl Cash at end of year 806,649 I Supplemental Disclosures I Interest paid in cash 11 , 891 . I I I I I I I i See accompanying accountants compilation report I I i r � ■ • ■ ■ ■ ■ ■ ■ ■ ■ l t t ■ i i i i 16 . Complete the following table for SIMILAR projects : Date Contact Person : Name Original Contract Final Contract Name of Project Completed Owner and Telephone Number Amount Amount *40 S\-( Q V I � UntVt"dZiV.�.d �ss9 / I5744o02 'oe 1574602 'e �oLo G s q , a 4� $ 355°e �f $ 6P" MB"°"ate fol c " `f5g 165SFs � y s - , Sig , alp9 - z� lq 0209-00456 - Qualifications Questionnaire.doc 00456 - 3 FSEngineering\Capital Projects0209-0th Street Bridge Over Coo& Oit&W2094th Street Bridge Over Coocn 07-20-06\0209-00456 - Qualifications Questionnaire.docRev. 05/01 Timothy Rose Contracting, Inc. Statement of Income and Retained Earnings June 30 , 2006 Revenue: Construction revenue $ 518541158 Costs of Sales: Materials & supplies 1 ,5301208 Wages 773, 877 Contract services 1 , 134, 532 Total cost of sales 3 ,438,617 r Gross Profit 2 ,4151541 Operating expenses: Depreciation expense 172,575 Telephone 12, 566 Repairs & maintenance 265 ,987 Insurance & bonding 124,589 Officer salary 49, 000 ! Taxes & licenses 85,392 Vehicle expenses 1971305 Equipment rental 231 , 142 Sanitation 122, 361 Gifts & entertainment 11838 ` Legal & accounting 22,625 Office supplies & expenses 14,009 Shop supplies 10,567 ■ Travel 94809 Utilities 21475 Total operating expenses 1 ,322,241 r � I Income from operations 11093, 300 Other income and (expense) r Interest and dividend income 753 Child support process fee 518 Miscellaneous income 2 ,000 Gain (loss) on sale of asset 68,479 interest expense (11 ,891 ) I Other (expense) - net 59 ,860 ■ I Net income 11153, 160 I Retained earnings, beginning 937, 937 Dividends paid ■ I Retained earnings, ending 2,0811298 I I See accompanying accountant's compilation report i I I ., Timothy Rose Contracting, Inc. Statement of Cash Flows For the Six Months ended June 30, 2005 do Cash Fiows From Operating Activities Net income 1 , 1537160 Adjustments to reconcile net income to net cash provided by operating activities: Depreciation 172 ,575 Decrease (increase) in accounts receivable (151 , 921 ) Decrease (increase) in costs in excess of billings 162 ,459 (Decrease) increase in accounts payable (379,029) Increase (decrease) in billings in excess of costs 231314 • Net cash provided by operating activities 980 ,558 Cash Flows Used in Investing Activities Purchased equipment (52, 354) Purchased marketable securities Sold marketable securities Shareholder withdrawals 91799 Net cash used in investing activities (62, 153) Cash Flows From Financing Activities New borrowings 511835 i Principal payments ( 185,688) Net cash (used) provided by financing activities (133, 853) Net increase (decrease) in cash 784, 552 Cash at beginning of year 22, 097 wl Cash at end of year 806,649 I Supplemental Disclosures I Interest paid in cash 11 , 891 . I I I I I I I i See accompanying accountants compilation report I I i r � [NOTE: If requested by the County, the Bidder shall famish references, and o information, sufficiently comprehensive to permit an appraisal of its abilities as a cost �s ., Signature) (,z^T' ( Position or Title) r R- (Date) r r * * END OF SECTION r 0209-00456 - Qualifications Questionnaife.doc 00456 - 4 FAEineennglCapplal ProjectsMD94th street Bndge Over Conch Di1rh=0941h Street Bridge Over CDoch 07-20-06 0209-D0456 - Qualifications Quesliomaire.dacRay. . 05101 SECTION 00458 - List of Subcontractors The Bidder SHALL list below the name and address of each Subcontractor who will perform work under this Contract in excess of one-half percent of the total bid price, and shall also list the portion of the work which will be done by such Subcontractor. After the opening of Bids , changes or substitutions will not be allowed unless approved by Indian River County after a request for such a change has been submitted in writing by the Contractor, which shall include reasons for such request. Subcontractors must be properly licensed and hold a valid Certificate of Competency. Documentation Submitted with Project Name : 4th Street/Cooch Ditch Bridge Replacement & 11th Street SW Paving and Drainage Work to be Performed Subcontractor's Name/Address • 1 , Sodc9ulc� l uo 195b -N �/P> W 2 3. Gua nc( mai, - rhe JWa et �„�+ LM 4 ,. 5 . 6. r 7 . 8 . r 9 . 10. 11 . 12. 13 . 14 . ■ 15. W 16 . 17. Note : Attach additional sheets if required . _ * * END OF SECTION 0209-00458 - List of Subcontractors.doc 00458 - 1 ■ F: Engineenng[capRal Prgeots102044th Street Bridge Over Coach Di( hMIX)Ah Street Bridge Over Conch 07-20-061020400458 - List IN Sulowntractors.docRev. 0501 ■ • ■ ■ ■ ■ ■ ■ ■ ■ l t t ■ i i i i 16 . Complete the following table for SIMILAR projects : Date Contact Person : Name Original Contract Final Contract Name of Project Completed Owner and Telephone Number Amount Amount *40 S\-( Q V I � UntVt"dZiV.�.d �ss9 / I5744o02 'oe 1574602 'e �oLo G s q , a 4� $ 355°e �f $ 6P" MB"°"ate fol c " `f5g 165SFs � y s - , Sig , alp9 - z� lq 0209-00456 - Qualifications Questionnaire.doc 00456 - 3 FSEngineering\Capital Projects0209-0th Street Bridge Over Coo& Oit&W2094th Street Bridge Over Coocn 07-20-06\0209-00456 - Qualifications Questionnaire.docRev. 05/01 [NOTE: If requested by the County, the Bidder shall famish references, and o information, sufficiently comprehensive to permit an appraisal of its abilities as a cost �s ., Signature) (,z^T' ( Position or Title) r R- (Date) r r * * END OF SECTION r 0209-00456 - Qualifications Questionnaife.doc 00456 - 4 FAEineennglCapplal ProjectsMD94th street Bndge Over Conch Di1rh=0941h Street Bridge Over CDoch 07-20-06 0209-D0456 - Qualifications Quesliomaire.dacRay. . 05101 STATE OF FLORIDA ACS D9PUTRANT or Btyalm9as AND Pgop"SIOXAL RROVIATIOr COU008294D 07 /26 /06 06702801 � Rrx n tl�QN L I C09TRACTOU At)" # T3440tV WILLIAM Y9' CImll'Tvx.RD umut tha ovo"4jianw at (% , 409 vN . asslr3roeinn Lugcj MIN 316 3000. hB6tl7.�d7fi61tl F I ^ } IT- Florida Profit TIMOTHY ROSE CONTRACTING, INC. PRINCIPAL ADDRESS 1360 OLD DIXIE HWY SW ' STE 106 VERO BEACH FL 32962 US Changed 05/ 13/2003 w MAILING ADDRESS ' 1360 OLD DIXIE HWY SW STE 106 VERO BEACH FL 32962 US Changed 05/13/2003 Document Number FEI Number Date Filed ' S75343 650284242 08/23/1991 State Status Effective Date FL ACTIVE NONE Last Event Event Date Filed Event Effective Date REINSTATEMENT 10/04/2005 NONE Registered Agent Name & Address ROSE, TIMOTHY W. 5625 EMERSON AVE FT PIERCE FL 34951 Address Changed: 05/13/1999 ■ Officer/Director Detail Name & Address Title ROS TIMOTHY W. ■ 5625 EMERSON AVE P IT PIERCE FL ■ ■ http://www.sunbiz.org/scripts/cordet.exe?a1 =DETFIL&n1 =S75343 &n2=NAMFWD&n3=. . . 9/25/2006 SECTION 00458 - List of Subcontractors The Bidder SHALL list below the name and address of each Subcontractor who will perform work under this Contract in excess of one-half percent of the total bid price, and shall also list the portion of the work which will be done by such Subcontractor. After the opening of Bids , changes or substitutions will not be allowed unless approved by Indian River County after a request for such a change has been submitted in writing by the Contractor, which shall include reasons for such request. Subcontractors must be properly licensed and hold a valid Certificate of Competency. Documentation Submitted with Project Name : 4th Street/Cooch Ditch Bridge Replacement & 11th Street SW Paving and Drainage Work to be Performed Subcontractor's Name/Address • 1 , Sodc9ulc� l uo 195b -N �/P> W 2 3. Gua nc( mai, - rhe JWa et �„�+ LM 4 ,. 5 . 6. r 7 . 8 . r 9 . 10. 11 . 12. 13 . 14 . ■ 15. W 16 . 17. Note : Attach additional sheets if required . _ * * END OF SECTION 0209-00458 - List of Subcontractors.doc 00458 - 1 ■ F: Engineenng[capRal Prgeots102044th Street Bridge Over Coach Di( hMIX)Ah Street Bridge Over Conch 07-20-061020400458 - List IN Sulowntractors.docRev. 0501 STATE OF FLORIDA ACS D9PUTRANT or Btyalm9as AND Pgop"SIOXAL RROVIATIOr COU008294D 07 /26 /06 06702801 � Rrx n tl�QN L I C09TRACTOU At)" # T3440tV WILLIAM Y9' CImll'Tvx.RD umut tha ovo"4jianw at (% , 409 vN . asslr3roeinn Lugcj MIN 316 3000. hB6tl7.�d7fi61tl Annual Reports Report Year =imi 200a 2006 2006 Previous Filing Return to List Next Filing r View Events No Name History Information Document Images Listed below are the images available for this filing. 01/20/2006 -- ANN REP/UNIFORM BUS REP 10/04Y2D05 -- REINSTATEMENT 07/01 /2004 -- ANNUAL REPORT 05/13/2003 -- ANN REP/UNIFORM BUS REP 04/08/2002 -- COR - ANN REP/UNIFORM BUS REP 04/03/2001 - ANN REEM IFORM BUS REP 02/29/2000 -- ANN REP/UNIFORM BUS REP 05/13/1999 - ANNUAL REPORT 05/05/1998 - ANNUAL REPORT 03/07/1997 - ANNUAL REPORT 07/08/ 1996 - 1996 ANNUAL REPORT THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT �M� eo ■ http ://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&n 1 =S75343&n2=NAMF WD&n3=... 9/25/2006 BOARD OF COUNTY COMMISSIONERS • November 21 , 2006 VIA OVERNIGHT DELIVERY ' Mr. Timothy Rose Timothy Rose Contracting 1360 SW Old Dixie Hwy #106 Vero Beach , FL 32962 NOTICE OF AWARD Reference: Indian River County Bid # 2006049 Cooch Bridge Replacement 1 to Street SW Paving & Drainage Project Dear Mr. Rose, I am pleased to inform you that on November 21 , 2006, the Board of County Commissioners awarded the above referenced project to your company. The following documents are required before the applicable County department can issue a "Notice to Proceed" letter. ` 1 . Performance Bond in the amount of 125 % of the contract amount. ($ 1 ,527 ,567 .07) 2. Payment Bond in the amount of 100 % of the contract amount. ($ 1 ,222,053 .65) 3 . Certificate of Insurance, must name Indian River County as an additional insured and must provide for ` a 30 day Notice of Cancellation. 4. Agreements ` In accordance with section 255 .05( I )(a), Florida Statutes , you are required to execute a Performano d and a Payment Bond for the above referenced project. Please submit the Bonds and the Certificate of ; aril : . _ -.:c to this office at the address provided below no later than (December 7. 2006). Failure to comply with the established deadline for submittal of required documents may be grounds for cancellation of the award. In addition, enclosed are two copies of the Agreement. Please execute both copies and return them together ` with the required bonds and Certificate of Insurance to me . Thank you for your prompt attention and if you have any questions, please do not hesitate to contact our office. r Sincerely, r < -FlX � ZLy rry ba%, P cl asin ana er cc : Michael Nixon, Engineering r r General Services Department * Purchasing Division 1840 25iE Street, Vero Beach, Florida 32960.(772) 567-8000 Ext 1416*Fax: (772) 770-5140 E-mail: purchasing @ircgov.com r F I ^ } IT- Florida Profit TIMOTHY ROSE CONTRACTING, INC. PRINCIPAL ADDRESS 1360 OLD DIXIE HWY SW ' STE 106 VERO BEACH FL 32962 US Changed 05/ 13/2003 w MAILING ADDRESS ' 1360 OLD DIXIE HWY SW STE 106 VERO BEACH FL 32962 US Changed 05/13/2003 Document Number FEI Number Date Filed ' S75343 650284242 08/23/1991 State Status Effective Date FL ACTIVE NONE Last Event Event Date Filed Event Effective Date REINSTATEMENT 10/04/2005 NONE Registered Agent Name & Address ROSE, TIMOTHY W. 5625 EMERSON AVE FT PIERCE FL 34951 Address Changed: 05/13/1999 ■ Officer/Director Detail Name & Address Title ROS TIMOTHY W. ■ 5625 EMERSON AVE P IT PIERCE FL ■ ■ http://www.sunbiz.org/scripts/cordet.exe?a1 =DETFIL&n1 =S75343 &n2=NAMFWD&n3=. . . 9/25/2006 Annual Reports Report Year =imi 200a 2006 2006 Previous Filing Return to List Next Filing r View Events No Name History Information Document Images Listed below are the images available for this filing. 01/20/2006 -- ANN REP/UNIFORM BUS REP 10/04Y2D05 -- REINSTATEMENT 07/01 /2004 -- ANNUAL REPORT 05/13/2003 -- ANN REP/UNIFORM BUS REP 04/08/2002 -- COR - ANN REP/UNIFORM BUS REP 04/03/2001 - ANN REEM IFORM BUS REP 02/29/2000 -- ANN REP/UNIFORM BUS REP 05/13/1999 - ANNUAL REPORT 05/05/1998 - ANNUAL REPORT 03/07/1997 - ANNUAL REPORT 07/08/ 1996 - 1996 ANNUAL REPORT THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT �M� eo ■ http ://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&n 1 =S75343&n2=NAMF WD&n3=... 9/25/2006 SECTION 00520 - Agreement ( Public Works) r TABLE OF CONTENTS r Title Page ARTICLE1 - WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 + ARTICLE 2 - THE PROJECT . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 ARTICLE3 — ENGINEER . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 • ARTICLE 4 - CONTRACT TIMES . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 2 r ARTICLE5 - CONTRACT PRICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . I . . . . . . . . . . . . . . 3 ARTICLE 6 - PAYMENT PROCEDURES .. .. . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 ' ARTICLE 7 - INDEMNIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . I . . . . . . . . . . . . . . . . 4 + ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 rARTICLE 9 - CONTRACT DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 _ ARTICLE 10 - MISCELLANEOUS . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 [THE REMAINDER OF THIS PAGE WAS LEFT BLANK INTENTIONALLYI r + r r r 0209-00520 - Agreement (Public Works).doc E:1Engireenng%Capitel Proje=M094th Street Bridge Over CDO Ditch10209-0th Street Bridge Over Cooch 07-20-0 W209 0520 - Agreement (Pe he Wm s).d Rev. r 05/01 - 1 - • SECTION 00520 - Agreement (Public Works) • THIS AGREEMENT is by and between INDIAN RIVER COUNTY , a Political Subdivision of the State of Florida organized and existing under the Laws of the State of Florida , (hereinafter called OWNER) andPY1a-i� .. (hereinafter called CONTRACTOR) . OWNER and CONTRACTOR , in consideration of the mutual covenants hereinafter set forth , a agree as follows: ARTICLE 1 - WORK a 1 . 01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents . The Work is generally described as follows : a Roadway improvements consisting of roadway widening , horizontal and vertical realignment and intersection improvements. Drainage improvements consisting of removal of old piping and installation of new piping and structures. Construction of a new ditch and a associated supporting structures and facilities . ARTICLE 2 - THE PROJECT a 2 . 01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows : Project Name : 4th Street/Cooch Ditch Bridge Replacement & 11th Street SW Paving and Drainage County Project Number: 0209 & 9321 +� Project Address : 4th Street at 35th Avenue 11th Street SW between 17th Avenue SW to 9th Court SW Vero Beach , Florida a ARTICLE 3 — ENGINEER 3. 01 The Indian River County Public Works Department is hereinafter called the ENGINEER a and will act as OWNER's representative, assume all duties and responsibilities , and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES a 4. 01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion , and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract . a Special conditions: The construction window within the IRFWMD ROW for the Cooch Ditch Bridge Replacement is between December 1 , 2006 through May 31 , 2007 . a a 0209-00520 - Agreement (Public Works).doc EAEngineenngZapital Projecu;=94th Street Bridge Over Ccoch 0itctii=94th Street Bridge Over Coon 07-20-0510209-00520 - Agreement (Public Works).docRev. a 05/01 - 2 - BOARD OF COUNTY COMMISSIONERS • November 21 , 2006 VIA OVERNIGHT DELIVERY ' Mr. Timothy Rose Timothy Rose Contracting 1360 SW Old Dixie Hwy #106 Vero Beach , FL 32962 NOTICE OF AWARD Reference: Indian River County Bid # 2006049 Cooch Bridge Replacement 1 to Street SW Paving & Drainage Project Dear Mr. Rose, I am pleased to inform you that on November 21 , 2006, the Board of County Commissioners awarded the above referenced project to your company. The following documents are required before the applicable County department can issue a "Notice to Proceed" letter. ` 1 . Performance Bond in the amount of 125 % of the contract amount. ($ 1 ,527 ,567 .07) 2. Payment Bond in the amount of 100 % of the contract amount. ($ 1 ,222,053 .65) 3 . Certificate of Insurance, must name Indian River County as an additional insured and must provide for ` a 30 day Notice of Cancellation. 4. Agreements ` In accordance with section 255 .05( I )(a), Florida Statutes , you are required to execute a Performano d and a Payment Bond for the above referenced project. Please submit the Bonds and the Certificate of ; aril : . _ -.:c to this office at the address provided below no later than (December 7. 2006). Failure to comply with the established deadline for submittal of required documents may be grounds for cancellation of the award. In addition, enclosed are two copies of the Agreement. Please execute both copies and return them together ` with the required bonds and Certificate of Insurance to me . Thank you for your prompt attention and if you have any questions, please do not hesitate to contact our office. r Sincerely, r < -FlX � ZLy rry ba%, P cl asin ana er cc : Michael Nixon, Engineering r r General Services Department * Purchasing Division 1840 25iE Street, Vero Beach, Florida 32960.(772) 567-8000 Ext 1416*Fax: (772) 770-5140 E-mail: purchasing @ircgov.com r SECTION 00520 - Agreement ( Public Works) r TABLE OF CONTENTS r Title Page ARTICLE1 - WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 + ARTICLE 2 - THE PROJECT . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 ARTICLE3 — ENGINEER . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 • ARTICLE 4 - CONTRACT TIMES . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 2 r ARTICLE5 - CONTRACT PRICE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . I . . . . . . . . . . . . . . 3 ARTICLE 6 - PAYMENT PROCEDURES .. .. . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 ' ARTICLE 7 - INDEMNIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . I . . . . . . . . . . . . . . . . 4 + ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 rARTICLE 9 - CONTRACT DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 _ ARTICLE 10 - MISCELLANEOUS . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 [THE REMAINDER OF THIS PAGE WAS LEFT BLANK INTENTIONALLYI r + r r r 0209-00520 - Agreement (Public Works).doc E:1Engireenng%Capitel Proje=M094th Street Bridge Over CDO Ditch10209-0th Street Bridge Over Cooch 07-20-0 W209 0520 - Agreement (Pe he Wm s).d Rev. r 05/01 - 1 - ,. 4. 02 Days to Achieve Substantial Completion and Final Payment A. The Work will be substantially completed on or before the 150th day after the date when the Contract Times commence to run as provided in paragraph 2 . 03 of the General Conditions , and completed and ready for final payment in accordance with paragraph 14. 07 of the General Conditions on or before the 180th day after the date when the Contract Times commence to run . 4. 02 Days to Achieve Final Completion and Final Payment ' A. The Work will be fully completed (Final Completion) and ready for final payment in accordance with paragraph 14. 07 of the General Conditions on or before the 180`" day after the date when the Contract Times commence to run as provided in paragraph 2. 03 of the General Conditions . 4 . 03 Liquidated Damages ,. A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4. 02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions , with the exception of any work within the IRFWCD ROW along 4th Street which must be substantially completed by May 31 , 2007 , as specified by permit conditions. Liquidated damages will commence for this portion of the work. The parties also recognize the delays , expense , and difficulties involved in proving ' in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) , CONTRACTOR shall pay OWNER $ 1 , 288. 00 for each calendar day that expires after the time specified in paragraph 4.02 for Substantial Completion until the Work is substantially complete. After Substantial Completion , if CONTRACTOR shall neglect, refuse, or fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by OWNER , CONTRACTOR shall pay OWNER $1 , 288 . 00 for each calendar day that expires after the time specified in paragraph 4. 02 for completion and readiness for .. final payment until the Work is completed and ready for final payment. ARTICLE 5 - CONTRACT PRICE r 5. 01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents, an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 5. 01 .A and summarized in paragraph 5 . 01 . 6 , below: A. For all Work, at the prices stated in CONTRACTOR's Bid , attached 'hereto as an exhibit. ' B . THE CONTRACT SUM subject to additions and deductions provided in the Contract: : Numerical Amount: $ 1 1 aaa ,,n /n) 5__ 440-5 / W�7t�3ee 1 Written Amount: 'Ont �Mlww ) 7w 0 d 1 w I r 0209-00520 - Agreement (Public Works).doc EAEngineeringlCapital Projects=iD94th Street Bridge Over Coots Oitch102094M Street Bridge Over Cocch 07-20-MD209-0 520 - Agreement (Public WoNs).docRev. 05m1 3 - i ARTICLE 6 - PAYMENT PROCEDURES 6 . 01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 6. 02 Progress Payments; Retainage A. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment at intervals not less than once each month during performance of the Work as provided in paragraph 6. 02.A. 1 below. All such payments will be measured by the schedule of values established in paragraph 2.07 .A of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements : r 1 . Progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER may withhold , in accordance with paragraph 14 . 02 of the General Conditions: a . Ninety percent (90% ) of Work completed (with the balance being retainage) ; and b. Eighty percent (80%) of cost of materials and equipment not incorporated in the Work but stored on the Project site (with the balance being retainage) . 6. 03 Final Payment A. Upon final completion and acceptance of the Work in accordance with paragraph 14. 07 of the General Conditions , OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14. 07 . ARTICLE 7 - INDEMNIFICATION 7 . 01 CONTRACTOR shall indemnify OWNER , ENGINEER, and others in accordance with paragraph 6. 20 (Indemnification) of the General Conditions to the Construction Contract. .. ARTICLE 8 - CONTRACTOR' S REPRESENTATIONS 8. 01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the ., following representations : A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents . B . CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general , local , and Site conditions that may affect cost, progress , and performance of the Work. C . CONTRACTOR is familiar with and is satisfied as to all federal , state, and local Laws and Regulations that may affect cost , progress, and performance of the Work. 0209-00520 - Agreement (Public Works).doc E:\Engineering\capitelProleasW20SL4th Street Bridge Over Coach D1tchW2094th Street Bridge Over Cooch 07-20-06\020940520 - Agreement (Public Works)docRev. + 05101 - 4 - • SECTION 00520 - Agreement (Public Works) • THIS AGREEMENT is by and between INDIAN RIVER COUNTY , a Political Subdivision of the State of Florida organized and existing under the Laws of the State of Florida , (hereinafter called OWNER) andPY1a-i� .. (hereinafter called CONTRACTOR) . OWNER and CONTRACTOR , in consideration of the mutual covenants hereinafter set forth , a agree as follows: ARTICLE 1 - WORK a 1 . 01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents . The Work is generally described as follows : a Roadway improvements consisting of roadway widening , horizontal and vertical realignment and intersection improvements. Drainage improvements consisting of removal of old piping and installation of new piping and structures. Construction of a new ditch and a associated supporting structures and facilities . ARTICLE 2 - THE PROJECT a 2 . 01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows : Project Name : 4th Street/Cooch Ditch Bridge Replacement & 11th Street SW Paving and Drainage County Project Number: 0209 & 9321 +� Project Address : 4th Street at 35th Avenue 11th Street SW between 17th Avenue SW to 9th Court SW Vero Beach , Florida a ARTICLE 3 — ENGINEER 3. 01 The Indian River County Public Works Department is hereinafter called the ENGINEER a and will act as OWNER's representative, assume all duties and responsibilities , and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES a 4. 01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion , and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract . a Special conditions: The construction window within the IRFWMD ROW for the Cooch Ditch Bridge Replacement is between December 1 , 2006 through May 31 , 2007 . a a 0209-00520 - Agreement (Public Works).doc EAEngineenngZapital Projecu;=94th Street Bridge Over Ccoch 0itctii=94th Street Bridge Over Coon 07-20-0510209-00520 - Agreement (Public Works).docRev. a 05/01 - 2 - ,. 4. 02 Days to Achieve Substantial Completion and Final Payment A. The Work will be substantially completed on or before the 150th day after the date when the Contract Times commence to run as provided in paragraph 2 . 03 of the General Conditions , and completed and ready for final payment in accordance with paragraph 14. 07 of the General Conditions on or before the 180th day after the date when the Contract Times commence to run . 4. 02 Days to Achieve Final Completion and Final Payment ' A. The Work will be fully completed (Final Completion) and ready for final payment in accordance with paragraph 14. 07 of the General Conditions on or before the 180`" day after the date when the Contract Times commence to run as provided in paragraph 2. 03 of the General Conditions . 4 . 03 Liquidated Damages ,. A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 4. 02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions , with the exception of any work within the IRFWCD ROW along 4th Street which must be substantially completed by May 31 , 2007 , as specified by permit conditions. Liquidated damages will commence for this portion of the work. The parties also recognize the delays , expense , and difficulties involved in proving ' in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) , CONTRACTOR shall pay OWNER $ 1 , 288. 00 for each calendar day that expires after the time specified in paragraph 4.02 for Substantial Completion until the Work is substantially complete. After Substantial Completion , if CONTRACTOR shall neglect, refuse, or fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by OWNER , CONTRACTOR shall pay OWNER $1 , 288 . 00 for each calendar day that expires after the time specified in paragraph 4. 02 for completion and readiness for .. final payment until the Work is completed and ready for final payment. ARTICLE 5 - CONTRACT PRICE r 5. 01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents, an amount in current funds equal to the sum of the amounts determined pursuant to paragraph 5. 01 .A and summarized in paragraph 5 . 01 . 6 , below: A. For all Work, at the prices stated in CONTRACTOR's Bid , attached 'hereto as an exhibit. ' B . THE CONTRACT SUM subject to additions and deductions provided in the Contract: : Numerical Amount: $ 1 1 aaa ,,n /n) 5__ 440-5 / W�7t�3ee 1 Written Amount: 'Ont �Mlww ) 7w 0 d 1 w I r 0209-00520 - Agreement (Public Works).doc EAEngineeringlCapital Projects=iD94th Street Bridge Over Coots Oitch102094M Street Bridge Over Cocch 07-20-MD209-0 520 - Agreement (Public WoNs).docRev. 05m1 3 - i D . CONTRACTOR has carefully studied all: ( 1 ) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4. 02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition , if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4. 06 of the General Conditions . E . CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations , investigations , explorations , tests , studies , and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress , or performance of the Work or which relate to any aspect of the means , methods , techniques , sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means , methods , techniques , sequences, and procedures of construction , if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto r F . CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price , within the Contract Times , and in accordance with the other terms and conditions of the Contract Documents . G . CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. ' H . CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents , and all additional examinations , investigations , explorations, tests, studies, and data with the Contract Documents. I . CONTRACTOR has given ENGINEER written notice of all conflicts , errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR . .. J . The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 0209-00520 - Agreement (Public Works).doc E9ENineerinMCapital Projects102094th Street Bridge Over Coach Oltoh\0209411h Street Bndge Over Coow 07-20-DM20MO520 - Agreement (Public Works), docs 05101 - 5 - ARTICLE 9 - CONTRACT DOCUMENTS 9 .01 Contents A. The Contract Documents consist of the following : 1 . This Agreement (pages 1 to 8, inclusive) ; 2. Performance Bond (pages 1 to 5 , inclusive) ; 3 . Payment Bond (pages 1 to 5, inclusive); 4. General Conditions (pages 1 to 44 , inclusive) ; 5 . Supplementary Conditions (pages 1 to 8 , inclusive) ; 6 . Technical Provisions as listed in the table of contents of the Project Manual; r 7 . a . Drawings consisting of sheets 1 through 12, inclusive, with each sheet bearing the following general Title : 4t' Street / Cooch Ditch Bridge .. Replacement #047035027 , Jan . 2005 . b. Drawings of sheets 1 through 22 , inclusive with each sheet bearing the following general title : 11 "' Street SW between 17th Avenue SW & 91h Ct. SW #9321 , June r 612006 8 . Addenda; NONE 9 . Appendices to this Agreement (enumerated as follows): Appendix A — Permits r Appendix B — Best Management Practices r 10. Notice to Proceed (page 1 , inclusive) 11 . CONTRACTOR's Bid (pages 1 to 81 inclusive) r 12 . Bid Bond (pages 1 to 4, inclusive) , Qualifications Questionnaire (pages 1 to 4 , inclusive) , List of Subcontractors (page 1 inclusive) 13. Statement of Public Entity Crime r 14. Sworn Statement Under the Florida Trench Safety Act (pages 1 to 2 , inclusive) 15 . Sworn Statement Under Section 105. 08 , Indian River County Code , on Disclosure of Relationships (pages 1 to 2 , inclusive) 16. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a . Written Amendments; b. Work Change Directives; c. Change Order(s) . r 17 . Contractor's Final Certification of the Work ( page 00632-1 & 2 of the Specifications) . r 0209-00520 - Agreement (Public Works).doc NPngineedng\Capital Prolecti; 0209Lth Street Bridge Over Cooch Ditcd%M 4th Street Bridge Over Cooch 07-20-00\0209-00520 - Agreement (Public Works).docRev. r 05101 - 6 - ARTICLE 6 - PAYMENT PROCEDURES 6 . 01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 6. 02 Progress Payments; Retainage A. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment at intervals not less than once each month during performance of the Work as provided in paragraph 6. 02.A. 1 below. All such payments will be measured by the schedule of values established in paragraph 2.07 .A of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements : r 1 . Progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER may withhold , in accordance with paragraph 14 . 02 of the General Conditions: a . Ninety percent (90% ) of Work completed (with the balance being retainage) ; and b. Eighty percent (80%) of cost of materials and equipment not incorporated in the Work but stored on the Project site (with the balance being retainage) . 6. 03 Final Payment A. Upon final completion and acceptance of the Work in accordance with paragraph 14. 07 of the General Conditions , OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14. 07 . ARTICLE 7 - INDEMNIFICATION 7 . 01 CONTRACTOR shall indemnify OWNER , ENGINEER, and others in accordance with paragraph 6. 20 (Indemnification) of the General Conditions to the Construction Contract. .. ARTICLE 8 - CONTRACTOR' S REPRESENTATIONS 8. 01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the ., following representations : A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents . B . CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general , local , and Site conditions that may affect cost, progress , and performance of the Work. C . CONTRACTOR is familiar with and is satisfied as to all federal , state, and local Laws and Regulations that may affect cost , progress, and performance of the Work. 0209-00520 - Agreement (Public Works).doc E:\Engineering\capitelProleasW20SL4th Street Bridge Over Coach D1tchW2094th Street Bridge Over Cooch 07-20-06\020940520 - Agreement (Public Works)docRev. + 05101 - 4 - D . CONTRACTOR has carefully studied all: ( 1 ) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4. 02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition , if any, at the Site which have been identified in the Supplementary Conditions as provided in paragraph 4. 06 of the General Conditions . E . CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations , investigations , explorations , tests , studies , and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress , or performance of the Work or which relate to any aspect of the means , methods , techniques , sequences, and procedures of construction to be employed by CONTRACTOR, including applying the specific means , methods , techniques , sequences, and procedures of construction , if any, expressly required by the Contract Documents to be employed by CONTRACTOR, and safety precautions and programs incident thereto r F . CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price , within the Contract Times , and in accordance with the other terms and conditions of the Contract Documents . G . CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. ' H . CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents , and all additional examinations , investigations , explorations, tests, studies, and data with the Contract Documents. I . CONTRACTOR has given ENGINEER written notice of all conflicts , errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR . .. J . The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 0209-00520 - Agreement (Public Works).doc E9ENineerinMCapital Projects102094th Street Bridge Over Coach Oltoh\0209411h Street Bndge Over Coow 07-20-DM20MO520 - Agreement (Public Works), docs 05101 - 5 - B . The documents listed in paragraph 9. 01 .A are attached to this Agreement (except as expressly noted otherwise above) . JW C . There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended , modified , or supplemented as provided in paragraph 3. 05 of the General Conditions . _ ARTICLE 10 - MISCELLANEOUS 10. 01 Terms A. Terms used in this Agreement will have the meanings indicated in the General Conditions. 10. 02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the parry sought to be bound ; and , specifically but without limitation , moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law) , and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents . r 10. 03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors , assigns, and legal representatives to the other party hereto, its partners , successors, assigns, and legal r representatives in respect to all covenants , agreements, and obligations contained in the Contract Documents. 10. 04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken , and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof r with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. .. 10 .05 Venue A. This Contract shall be governed by the laws of the State of Florida . Venue for any lawsuit brought by either party against the other party or otherwise arising out of this Contract shall be in Indian River County, Florida, or, in the event of a federal jurisdiction , in the United States District Court for the Southern District of Florida. r [The remainder of this page was left blank intentionally] r • 0209-00520 - Agreement (Public Works).doc E]Engtneedng\Capital Projec W2W 4th Street Bridge Over Coach DitWD20941h Street Bndge Over Coach 07-20-0610209-00520 - Agreement (PubOc WcMS(.d=Rev r 05101 - 7 - all IN WITNESS WHEREOF , OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on 7law mtun A / , 20 V6P (the date the Contract is approved by the Indian River County Board of County Commissioners , which is the Effective Date of the Agreement) . + OWNER: CONTRACTOR: ^ INDIAN RIVER COUNTY ^ it. 2mc /L O) By: ,-, + Gary Wheeler , (;ha_ irmarl ._ _�, _ (Contractor) By: Joseph A. Baird , County Awl (C RPORATE SE})AL /still /�� /J�) Attest � A ROVE AS TO FORM F1D LEGAL S FI7/7 Y: � I ' .. By: >s �- 1 / , ilk' , (; William G . Collins II , County Attorney Address forgiving notices: I ; tUo S w o ► D Duct e VS PL 31gCo -X- Jeffrey K. Barton , Clerk of Court License No . Ccrlic ,,� c� agLo Attest: (Where applicable) Deputy Clerk �^ (SEAL) Agent for service of process: II rA + Designated Representative: Name: Michael Nixon , P . E. Designated Repre$entative + Title: Design Professional Engineer Name: Iw KU A f` e 1840 25th Street Title: Vero Beach , Florida 32960 Address : ' t �, (�, ., (772) 567-8000 , ext. 1280 ,�Yx ry►2 GR c cai,ab- Facsimile: (772) 778-9391 Phone"t '1 aL % Iii - 1% 00 . Facsimile: Sto4 ( If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign . ) a * END OF SECTION 0209-00520 - Agreement (Public Works).dac E9EngineermglCapital Pmjectl; 02094M Street Bridge Over Gooch DitU102094th Street Bridge Over Gooch 07-20-0010209-01520 - Agreement (Public Works).docRev. 05mi - s - ARTICLE 9 - CONTRACT DOCUMENTS 9 .01 Contents A. The Contract Documents consist of the following : 1 . This Agreement (pages 1 to 8, inclusive) ; 2. Performance Bond (pages 1 to 5 , inclusive) ; 3 . Payment Bond (pages 1 to 5, inclusive); 4. General Conditions (pages 1 to 44 , inclusive) ; 5 . Supplementary Conditions (pages 1 to 8 , inclusive) ; 6 . Technical Provisions as listed in the table of contents of the Project Manual; r 7 . a . Drawings consisting of sheets 1 through 12, inclusive, with each sheet bearing the following general Title : 4t' Street / Cooch Ditch Bridge .. Replacement #047035027 , Jan . 2005 . b. Drawings of sheets 1 through 22 , inclusive with each sheet bearing the following general title : 11 "' Street SW between 17th Avenue SW & 91h Ct. SW #9321 , June r 612006 8 . Addenda; NONE 9 . Appendices to this Agreement (enumerated as follows): Appendix A — Permits r Appendix B — Best Management Practices r 10. Notice to Proceed (page 1 , inclusive) 11 . CONTRACTOR's Bid (pages 1 to 81 inclusive) r 12 . Bid Bond (pages 1 to 4, inclusive) , Qualifications Questionnaire (pages 1 to 4 , inclusive) , List of Subcontractors (page 1 inclusive) 13. Statement of Public Entity Crime r 14. Sworn Statement Under the Florida Trench Safety Act (pages 1 to 2 , inclusive) 15 . Sworn Statement Under Section 105. 08 , Indian River County Code , on Disclosure of Relationships (pages 1 to 2 , inclusive) 16. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a . Written Amendments; b. Work Change Directives; c. Change Order(s) . r 17 . Contractor's Final Certification of the Work ( page 00632-1 & 2 of the Specifications) . r 0209-00520 - Agreement (Public Works).doc NPngineedng\Capital Prolecti; 0209Lth Street Bridge Over Cooch Ditcd%M 4th Street Bridge Over Cooch 07-20-00\0209-00520 - Agreement (Public Works).docRev. r 05101 - 6 - B . The documents listed in paragraph 9. 01 .A are attached to this Agreement (except as expressly noted otherwise above) . JW C . There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended , modified , or supplemented as provided in paragraph 3. 05 of the General Conditions . _ ARTICLE 10 - MISCELLANEOUS 10. 01 Terms A. Terms used in this Agreement will have the meanings indicated in the General Conditions. 10. 02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the parry sought to be bound ; and , specifically but without limitation , moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law) , and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents . r 10. 03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors , assigns, and legal representatives to the other party hereto, its partners , successors, assigns, and legal r representatives in respect to all covenants , agreements, and obligations contained in the Contract Documents. 10. 04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken , and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof r with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. .. 10 .05 Venue A. This Contract shall be governed by the laws of the State of Florida . Venue for any lawsuit brought by either party against the other party or otherwise arising out of this Contract shall be in Indian River County, Florida, or, in the event of a federal jurisdiction , in the United States District Court for the Southern District of Florida. r [The remainder of this page was left blank intentionally] r • 0209-00520 - Agreement (Public Works).doc E]Engtneedng\Capital Projec W2W 4th Street Bridge Over Coach DitWD20941h Street Bndge Over Coach 07-20-0610209-00520 - Agreement (PubOc WcMS(.d=Rev r 05101 - 7 - r SECTION 00550 - Notice to Proceed ,. Dated [Certified Mail -- Return Receipt Requested] TO : (BIDDER) ,. ADDRESS : r Contract For: r (Insert name of Contract as it appears in the Contract Documents) Project: r OWNER' s Contract No . You are notified that the Contract Times under the above contract will commence to run on 101 By that date , you are to start performing your obligations under the Contract Documents. The contract has allocated days for the completion of this project. In accordance with Article 4 of the Agreement the date of Substantial Completion is and the r date of readiness for final payment is Before you may start any work at the site , paragraph 2 . 05 . 0 of the General Conditions provides that you and Owner must each deliver to the other (with copies to Engineer and other identified additional insured) certificates of insurance which each is required to purchase and maintain in accordance with the Contract Documents . r Also , before you may start any Work at the Site, you must: (add other requirements, if applicable) The construction window for 4th Street/Cooch Ditch within the IRFWCD ROW is between r December 1 , 2006 and May 31 , 2007 . Work not substantially complete within this area in the allowed construction window is subject to liquidated damages in accordance with r Article 9 , 9. 01 of the agreement. INDIAN RIVER COUNTY r (OWNER) By : r (AUTHORIZED SIGNATURE) 40 END OF SECTION (TITLE) 0209-00550 - Notice to Proceed.doc 00550 - 1 00 F. Engineering\Capital Projects%0209Ath Street Bntlge Over Gooch 0itch10209 th Street Bntlge Over CooM 07-20-0610209-00550 - Notice to Proceed.docRev. 05/01 w SECTION 00610 - Performance Bond KNOW ALL MEN BY THESE PRESENTS : BY THIS BOND , we w w as Principal (Contractor) , (Insert name, principal business address, and telephone number of Principal/Contractor) w and a corporation , as Surety, (Insert name, principal business address, and telephone number of Surety) w are held and firmly bound unto the County of Indian River, Florida, 1840 , 25th Street, Vero Beach , Florida 32960, (772-567-8000) , in the sum of Dollars amounting to 125 % of the total bid price. For the payment of said sum we bind ourselves, our heirs, executors , administrators and assigns , jointly and severally, for the faithful performance of a w certain written Contract, dated the day of 20_, entered into between the Principal and the County of Indian River, for: Bond Number: Project Name : 4 Street / Cooch Ditch Bridge Replacement, 11th Street SW Paving & Drainage County Project Number: 0209 & 9321 Project Address : 4th Street at 35th Avenue 11th Street SW between 17th Avenue SW & 9th Court SW Vero Beach , Florida Project Description : The project will include the removal of a wood pile two-lane bridge and a ,. wooden pedestrian bridge . The bridges will be replaced with a single 12 ' x 8' reinforced concrete box culvert. The project will include the paving of an existing dirt road . The road paving ( 11th Street SW, between 17th Avenue SW and 9th Court SW) will be approximately 3500 feet in length and 22 feet wide . Type F curbing on both sides with concrete flumes will be included in the project. W A copy of said Contract is incorporated herein by reference and is made a part hereof as if fully copied herein . NOW, THEREFORE , THE CONDITIONS OF THIS OBLIGATION ARE SUCH , that if the Principal shall in all respects comply with the terms and conditions of said Contract and its obligations thereunder, including all of the Contract Documents therein referred to and made a part thereof, and such alterations as may be made in the Contract Drawings and Specifications as therein provided for, and shall indemnify and save harmless the County of Indian River against and from all expenses, damages, injury or conduct, want of care of skill , negligence or default, including patent infringement on the part of the Principal , his agents or employees , in the execution or 0209-00610 - Performance Bond.doc 00610 - 1 RiEngineernglCapital ProjectsID209-0m Street Bridge Over Coach OitchW209- th Street Bridge Over Cooch 07-20-0610209-00610 - Performance Bond.docRev. 0901 all IN WITNESS WHEREOF , OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf. This Agreement will be effective on 7law mtun A / , 20 V6P (the date the Contract is approved by the Indian River County Board of County Commissioners , which is the Effective Date of the Agreement) . + OWNER: CONTRACTOR: ^ INDIAN RIVER COUNTY ^ it. 2mc /L O) By: ,-, + Gary Wheeler , (;ha_ irmarl ._ _�, _ (Contractor) By: Joseph A. Baird , County Awl (C RPORATE SE})AL /still /�� /J�) Attest � A ROVE AS TO FORM F1D LEGAL S FI7/7 Y: � I ' .. By: >s �- 1 / , ilk' , (; William G . Collins II , County Attorney Address forgiving notices: I ; tUo S w o ► D Duct e VS PL 31gCo -X- Jeffrey K. Barton , Clerk of Court License No . Ccrlic ,,� c� agLo Attest: (Where applicable) Deputy Clerk �^ (SEAL) Agent for service of process: II rA + Designated Representative: Name: Michael Nixon , P . E. Designated Repre$entative + Title: Design Professional Engineer Name: Iw KU A f` e 1840 25th Street Title: Vero Beach , Florida 32960 Address : ' t �, (�, ., (772) 567-8000 , ext. 1280 ,�Yx ry►2 GR c cai,ab- Facsimile: (772) 778-9391 Phone"t '1 aL % Iii - 1% 00 . Facsimile: Sto4 ( If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign . ) a * END OF SECTION 0209-00520 - Agreement (Public Works).dac E9EngineermglCapital Pmjectl; 02094M Street Bridge Over Gooch DitU102094th Street Bridge Over Gooch 07-20-0010209-01520 - Agreement (Public Works).docRev. 05mi - s - r SECTION 00550 - Notice to Proceed ,. Dated [Certified Mail -- Return Receipt Requested] TO : (BIDDER) ,. ADDRESS : r Contract For: r (Insert name of Contract as it appears in the Contract Documents) Project: r OWNER' s Contract No . You are notified that the Contract Times under the above contract will commence to run on 101 By that date , you are to start performing your obligations under the Contract Documents. The contract has allocated days for the completion of this project. In accordance with Article 4 of the Agreement the date of Substantial Completion is and the r date of readiness for final payment is Before you may start any work at the site , paragraph 2 . 05 . 0 of the General Conditions provides that you and Owner must each deliver to the other (with copies to Engineer and other identified additional insured) certificates of insurance which each is required to purchase and maintain in accordance with the Contract Documents . r Also , before you may start any Work at the Site, you must: (add other requirements, if applicable) The construction window for 4th Street/Cooch Ditch within the IRFWCD ROW is between r December 1 , 2006 and May 31 , 2007 . Work not substantially complete within this area in the allowed construction window is subject to liquidated damages in accordance with r Article 9 , 9. 01 of the agreement. INDIAN RIVER COUNTY r (OWNER) By : r (AUTHORIZED SIGNATURE) 40 END OF SECTION (TITLE) 0209-00550 - Notice to Proceed.doc 00550 - 1 00 F. Engineering\Capital Projects%0209Ath Street Bntlge Over Gooch 0itch10209 th Street Bntlge Over CooM 07-20-0610209-00550 - Notice to Proceed.docRev. 05/01 performance of said Contract, including errors in the Drawings furnished by the Principal , and further, if the Principal shall promptly make payments to all who supply him with labor and/or r materials used directly or indirectly by the Principal in the prosecution of the Work provided for in said Contract, then this obligation shall be null and void; otherwise , the Principal and Surety , jointly and severally , agree to pay the County of Indian River any difference between the sum that the County of Indian River may be obliged to pay for the completion of said Work , by contract or otherwise, and any damages , whether direct, indirect, or consequential , including reasonable attorney's fees (including appellate proceedings) , which the County of Indian River may incur as a result of the failure of the Principal to properly execute all of the provisions of the Contract. AND , the said Principal and Surety hereby further bind themselves , their successors, executors , administrators and assigns , jointly and severally, that they will amply and fully protect the County i of Indian River against, and will pay any and all amounts , damages , costs and judgments which may be recovered against or which the County of Indian River may be called upon to pay to any person or corporation by reason of any damage arising from the performance of the said work , repair or maintenance thereof, or the manner of doing the same, or his agents or his servants , or the infringements of any patent rights by reason of the use of any material furnished or work done , as aforesaid or otherwise . i AND , the said Surety, for value received , hereby stipulates and agrees that no change , extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder, or the Specifications or Drawings accompanying the same, shall in any way affect its obligations on this Bond , and it does hereby waive notice of any such change , extension of time , alteration or addition to the terms of the Contract or to the Work or to the Specifications or Drawings. AND, the said Principal and Surety jointly and severally covenant and agree that this Bond will r remain in full force and effect for a period of one year commencing on the date of Final Completion as established on the Certificate of Final Completion as issued by the County of Indian River. IN WITNESS WHEREOF, the above bound parties executed this instrument under their several r seals , this day of , 20_, the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. r kk*****kX*k**k**k**k*X*Xk***XkXXXXX*XX*XXXX#XX####kkk*kXXXXXXXXXXX*XX#*######*#*##***#*#k**###**###*#*#*#*** r WHEN THE PRINCIPAL IS AN INDIVIDUAL: Signed, sealed and delivered in the presence of: r Witness Signature of Individual r Address Printed Name of Individual Witness r Address k*XXkX#X##k#*#####*kk*kkXkXXXkXXXXX*XkXX#X##*###kkk*#**#Xk*k*kk#XXkkkk*XXXXkkX*kkX#*#X##****#X*##***##*#**kk r [The remainder of this page was left blank intentionally] 0209-00610 - Performance Bond . doc 00610 - 2 R%Engineerhgg Capital Proje=Q209 th Street Bridge Over C00ch MCM0209- m Street Bridge Over Coach 07-20-0610209-00610 - Performance Bond.docR@V. 05101 WHEN THE PRINCIPAL IS A SOLE PROPRIETORSHIP OR OPERATES UNDER A TRADE NAME : SIR Signed , sealed and delivered in the presence of: r Witness Name of Partnership r BY : Address Partner Printed Name of Partner Witness r (SEAL) Address **kk*************************************kkkkk***k***k***k***************************************k*kk*kk*kkk WHEN THE PRINCIPAL IS A PARTNERSHIP : Signed , sealed and delivered in the presence of: r Witness Name of Partnership BY: Address Partner r Printed Name of Partner Witness (SEAL) Address r F***********************FFF****k*kkk**k**k********k*Rk***kkk*kkkkkkkk***********************k*k*k*kkk**F**kF [The remainder of this page was left blank intentionally] r r r 0209-00610 - Performance Bond .doc 00610 - 3 r F?Engineering\Capital Prgects1Mte 4th Street Bndge Over Coach Ditch1020941h Street Bridge Over Coach 07-20-0610209-00610 - Performance Bonddo Rev. M01 w SECTION 00610 - Performance Bond KNOW ALL MEN BY THESE PRESENTS : BY THIS BOND , we w w as Principal (Contractor) , (Insert name, principal business address, and telephone number of Principal/Contractor) w and a corporation , as Surety, (Insert name, principal business address, and telephone number of Surety) w are held and firmly bound unto the County of Indian River, Florida, 1840 , 25th Street, Vero Beach , Florida 32960, (772-567-8000) , in the sum of Dollars amounting to 125 % of the total bid price. For the payment of said sum we bind ourselves, our heirs, executors , administrators and assigns , jointly and severally, for the faithful performance of a w certain written Contract, dated the day of 20_, entered into between the Principal and the County of Indian River, for: Bond Number: Project Name : 4 Street / Cooch Ditch Bridge Replacement, 11th Street SW Paving & Drainage County Project Number: 0209 & 9321 Project Address : 4th Street at 35th Avenue 11th Street SW between 17th Avenue SW & 9th Court SW Vero Beach , Florida Project Description : The project will include the removal of a wood pile two-lane bridge and a ,. wooden pedestrian bridge . The bridges will be replaced with a single 12 ' x 8' reinforced concrete box culvert. The project will include the paving of an existing dirt road . The road paving ( 11th Street SW, between 17th Avenue SW and 9th Court SW) will be approximately 3500 feet in length and 22 feet wide . Type F curbing on both sides with concrete flumes will be included in the project. W A copy of said Contract is incorporated herein by reference and is made a part hereof as if fully copied herein . NOW, THEREFORE , THE CONDITIONS OF THIS OBLIGATION ARE SUCH , that if the Principal shall in all respects comply with the terms and conditions of said Contract and its obligations thereunder, including all of the Contract Documents therein referred to and made a part thereof, and such alterations as may be made in the Contract Drawings and Specifications as therein provided for, and shall indemnify and save harmless the County of Indian River against and from all expenses, damages, injury or conduct, want of care of skill , negligence or default, including patent infringement on the part of the Principal , his agents or employees , in the execution or 0209-00610 - Performance Bond.doc 00610 - 1 RiEngineernglCapital ProjectsID209-0m Street Bridge Over Coach OitchW209- th Street Bridge Over Cooch 07-20-0610209-00610 - Performance Bond.docRev. 0901 performance of said Contract, including errors in the Drawings furnished by the Principal , and further, if the Principal shall promptly make payments to all who supply him with labor and/or r materials used directly or indirectly by the Principal in the prosecution of the Work provided for in said Contract, then this obligation shall be null and void; otherwise , the Principal and Surety , jointly and severally , agree to pay the County of Indian River any difference between the sum that the County of Indian River may be obliged to pay for the completion of said Work , by contract or otherwise, and any damages , whether direct, indirect, or consequential , including reasonable attorney's fees (including appellate proceedings) , which the County of Indian River may incur as a result of the failure of the Principal to properly execute all of the provisions of the Contract. AND , the said Principal and Surety hereby further bind themselves , their successors, executors , administrators and assigns , jointly and severally, that they will amply and fully protect the County i of Indian River against, and will pay any and all amounts , damages , costs and judgments which may be recovered against or which the County of Indian River may be called upon to pay to any person or corporation by reason of any damage arising from the performance of the said work , repair or maintenance thereof, or the manner of doing the same, or his agents or his servants , or the infringements of any patent rights by reason of the use of any material furnished or work done , as aforesaid or otherwise . i AND , the said Surety, for value received , hereby stipulates and agrees that no change , extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder, or the Specifications or Drawings accompanying the same, shall in any way affect its obligations on this Bond , and it does hereby waive notice of any such change , extension of time , alteration or addition to the terms of the Contract or to the Work or to the Specifications or Drawings. AND, the said Principal and Surety jointly and severally covenant and agree that this Bond will r remain in full force and effect for a period of one year commencing on the date of Final Completion as established on the Certificate of Final Completion as issued by the County of Indian River. IN WITNESS WHEREOF, the above bound parties executed this instrument under their several r seals , this day of , 20_, the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. r kk*****kX*k**k**k**k*X*Xk***XkXXXXX*XX*XXXX#XX####kkk*kXXXXXXXXXXX*XX#*######*#*##***#*#k**###**###*#*#*#*** r WHEN THE PRINCIPAL IS AN INDIVIDUAL: Signed, sealed and delivered in the presence of: r Witness Signature of Individual r Address Printed Name of Individual Witness r Address k*XXkX#X##k#*#####*kk*kkXkXXXkXXXXX*XkXX#X##*###kkk*#**#Xk*k*kk#XXkkkk*XXXXkkX*kkX#*#X##****#X*##***##*#**kk r [The remainder of this page was left blank intentionally] 0209-00610 - Performance Bond . doc 00610 - 2 R%Engineerhgg Capital Proje=Q209 th Street Bridge Over C00ch MCM0209- m Street Bridge Over Coach 07-20-0610209-00610 - Performance Bond.docR@V. 05101 WHEN THE PRINCIPAL IS A CORPORATION : Attest: Secretary Name of Corporation BY: (Affix Corporate SEAL) Printed Name Official Title CERTIFICATE AS TO CORPORATE PRINCIPAL certify that I am the Secretary of the corporation named as Principal in the within bond ; that , who signed the said bond on behalf of the Principal was then of said corporation : that I know his .. signature , and his signature thereto is genuine ; and that said Bond was duly signed , sealed and attested for and on behalf of Said corporation by authority of Its governing body. Secretary (SEAL) TO BE EXECUTED BY CORPORATE SURETY: Attest: Secretary Corporate Surety Business Address BY: w (Affix Corporate SEAL) . Attorney-In-Fact Name of Local Agency Business Address do [The remainder of this page was left blank intentionally] i t• 0209-00610 - Performance Bond.doc 00610 - 4 PSEnglnearnglCapRaf Projec[s=M2 th Street Bridge Over Cooch DitohWID9-0ih Street Bridge Over Cooch D]-20-0610209-00810 - Performance Bond.docRev. 05/01 STATE OF FLORIDA COUNTY OF INDIAN RIVER Before me , a Notary Public , duly commissioned, qualified and acting , personally appeared to me well known , who being by me first duly sworn upon oath , says that he is the attorney-in-fact for the and that he has been authorized by to execute the foregoing bond on behalf of the CONTRACTOR named therein in favor of the County of Indian River, Florida. Subscribed and sworn to before me this _ day of , 20 Notary Public, State of Florida My Commission Expires : • r r r • r * * END OF SECTION r 0209-00610 - Performance Bond.doc 00610 - 5 r FdEvgineeringlCapnel ProjecisM094th SVeet Bridge Over Cooch Ditch102094th Street Bridge Over Cooch 07-20-061020&00610 - Pertorinance Bond.docRev. 051Dt WHEN THE PRINCIPAL IS A SOLE PROPRIETORSHIP OR OPERATES UNDER A TRADE NAME : SIR Signed , sealed and delivered in the presence of: r Witness Name of Partnership r BY : Address Partner Printed Name of Partner Witness r (SEAL) Address **kk*************************************kkkkk***k***k***k***************************************k*kk*kk*kkk WHEN THE PRINCIPAL IS A PARTNERSHIP : Signed , sealed and delivered in the presence of: r Witness Name of Partnership BY: Address Partner r Printed Name of Partner Witness (SEAL) Address r F***********************FFF****k*kkk**k**k********k*Rk***kkk*kkkkkkkk***********************k*k*k*kkk**F**kF [The remainder of this page was left blank intentionally] r r r 0209-00610 - Performance Bond .doc 00610 - 3 r F?Engineering\Capital Prgects1Mte 4th Street Bndge Over Coach Ditch1020941h Street Bridge Over Coach 07-20-0610209-00610 - Performance Bonddo Rev. M01 WHEN THE PRINCIPAL IS A CORPORATION : Attest: Secretary Name of Corporation BY: (Affix Corporate SEAL) Printed Name Official Title CERTIFICATE AS TO CORPORATE PRINCIPAL certify that I am the Secretary of the corporation named as Principal in the within bond ; that , who signed the said bond on behalf of the Principal was then of said corporation : that I know his .. signature , and his signature thereto is genuine ; and that said Bond was duly signed , sealed and attested for and on behalf of Said corporation by authority of Its governing body. Secretary (SEAL) TO BE EXECUTED BY CORPORATE SURETY: Attest: Secretary Corporate Surety Business Address BY: w (Affix Corporate SEAL) . Attorney-In-Fact Name of Local Agency Business Address do [The remainder of this page was left blank intentionally] i t• 0209-00610 - Performance Bond.doc 00610 - 4 PSEnglnearnglCapRaf Projec[s=M2 th Street Bridge Over Cooch DitohWID9-0ih Street Bridge Over Cooch D]-20-0610209-00810 - Performance Bond.docRev. 05/01 r SECTION 00612 - Payment Bond r KNOW ALL MEN BY THESE PRESENTS : BY THIS BOND, we r r (Contractor) , as Principal (Insert name, principal business address, and telephone number of Principal/Contractor) and r as Surety, a corporation , (Insert name, principal business address , and telephone number of Surety) are held and firmly bound unto the County of Indian River, Florida , 1840, 25th Street, Vero Beach, Florida 32960 , (772-567-8000) 7 ■, in the sum of Dollars ($ ) amounting to 100% of the total bid price. For the payment of said sum we bind ourselves , our heirs, executors , administrators and assigns , jointly and severally, for the faithful performance r of a certain written Contract, dated the day of 20 entered into between the Principal and the County of Indian River, for: Bond Number: Project Name: 4'Street / Cooch Ditch Brid a Replacement 11t° Street SW Paving & Drainage County Project Number: 0209 & 9321 r Project Address : 4 Street at 35 Avenue, Vero Beach, FL 11 Street J1 / - Ave & 9 Ct.) Vero Beach Florida Project Description : The pro)ect will include the removal of a wood pile two-lane bridge and a wooden pedestrian bride The bridges will be replaced with a single 12 ' x 8' reinforced concrete box culvert. r The project will include the paving of an existing dirt road _ The road paving ( 11 Street SW between 17 1 Avenue SW and 9 Court SW) will be approximately 3500 feet in length and 22 feet wide. Type F curbing on both sides with concrete flumes will be included in the project A copy of said Contract is incorporated herein by reference and is made a part hereof as if fully copied herein . ■ NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH , that, if the Principal shall promptly make payments to all claimants, as herein below defined , then this obligation shall be void ; otherwise, this Bond shall remain in full force and effect, subject to the ■ following terms and conditions : 1 . A claimant is defined as any person supplying the Principal with labor, material or supplies , used directly or indirectly by the Principal or any subcontractor in the prosecution of the Work provided for in said Contract, and is further defined in 00612 - 1 0209-00612 - Payment Bond. doc FaEngineeringlCapital Prolects102094th Street Britlge Over Cooch Oitch102094th Street Bridge Over Cooch 07-200610209-00612 - Payment BorcxocRev. O6I01 Section 713. 01 of the Florida Statutes . B . The provisions of Section 255. 05 Florida Statute shall apply. The above named Principal and Surety hereby jointly and severally agree with the County of ,. Indian River that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after performance of the labor or after complete delivery of materials and supplies by such claimant, may sue on this Bond for the use of such claimant, prosecute the suit to final judgment for such sums or sums as may be justly due claimant, and have execution thereon . The County of Indian River shall not be liable for the payment of any costs or expenses of any such suit. No suit or action shall be commenced r hereunder by any claimant: 1 . Unless claimant, other than one having a direct contract with the Principal , shall within forty five (45) days after beginning to furnish labor, materials or supplies for the prosecution of the work, furnish the Principal and Surety with a notice that he intends to look to this Bond for protection . 2 . Unless claimant, other than one having a direct contract with the Principal , shall within ninety (90) days after such claimant's performance of the labor or complete delivery of materials or supplies , deliver to the Principal and Surety written notice of the performance of such labor or delivery of such material or supplies and the nonpayment therefore . 3 . After the expiration of one ( 1 ) year from the performance of the labor or completion of ,,. delivery of the materials or supplies ; it being understood , however, that if any limitation embodied in this Bond is prohibited by any law controlling the construction hereof, such limitations shall be deemed to be amended , so as to be equal to the minimum period of limitation permitted by such law. 4 . Other than in a state court of competent jurisdiction in and for Indian River County, Florida , or in the United States District Court for the Southern District of Florida , and not elsewhere . The Surety, for value received , hereby stipulates and agrees that no charge, extension of time , alteration of or addition to the terms of the Contract or to the work to be performed thereunder ' or to the Specifications applicable thereto , shall in any way affect its obligations on this Bond , and the Surety hereby waives notice of any such change, extension of time, alterations of or addition to the terms of the Contract , or to the work or to the Specifications. The Surety represents and warrants to the County of Indian River that it has a Best's Key Rating Guide, General Policyholder's rating of "A" and Financial Size Category of Class "X". • The Principal and Surety jointly and severally covenant and agree that this Bond will remain in full force and effect for a period of one year commencing on the date of Final Completion as established on the Certificate of Final Completion as issued by the County of Indian River. The Principal and Surety jointly and severally, agree to pay the County of Indian River all losses , damages , expenses , costs, and attorney's fees , including appellate proceedings , that the County of Indian River sustains because of a default by the Principal under the Contract. [The remainder of this page was left blank intentionally] 0209-00612 - Payment Bond.doc FiEnginearinglCapital Pmjacts10209-0Ih Street Britlge Over Coach Oitch10209-0Ihh Sne12 - 2 let Britl a Over Coach 07-20- 9 0610209-00612 - Payment Bontl.tlocRev. 05!01 STATE OF FLORIDA COUNTY OF INDIAN RIVER Before me , a Notary Public , duly commissioned, qualified and acting , personally appeared to me well known , who being by me first duly sworn upon oath , says that he is the attorney-in-fact for the and that he has been authorized by to execute the foregoing bond on behalf of the CONTRACTOR named therein in favor of the County of Indian River, Florida. Subscribed and sworn to before me this _ day of , 20 Notary Public, State of Florida My Commission Expires : • r r r • r * * END OF SECTION r 0209-00610 - Performance Bond.doc 00610 - 5 r FdEvgineeringlCapnel ProjecisM094th SVeet Bridge Over Cooch Ditch102094th Street Bridge Over Cooch 07-20-061020&00610 - Pertorinance Bond.docRev. 051Dt r SECTION 00612 - Payment Bond r KNOW ALL MEN BY THESE PRESENTS : BY THIS BOND, we r r (Contractor) , as Principal (Insert name, principal business address, and telephone number of Principal/Contractor) and r as Surety, a corporation , (Insert name, principal business address , and telephone number of Surety) are held and firmly bound unto the County of Indian River, Florida , 1840, 25th Street, Vero Beach, Florida 32960 , (772-567-8000) 7 ■, in the sum of Dollars ($ ) amounting to 100% of the total bid price. For the payment of said sum we bind ourselves , our heirs, executors , administrators and assigns , jointly and severally, for the faithful performance r of a certain written Contract, dated the day of 20 entered into between the Principal and the County of Indian River, for: Bond Number: Project Name: 4'Street / Cooch Ditch Brid a Replacement 11t° Street SW Paving & Drainage County Project Number: 0209 & 9321 r Project Address : 4 Street at 35 Avenue, Vero Beach, FL 11 Street J1 / - Ave & 9 Ct.) Vero Beach Florida Project Description : The pro)ect will include the removal of a wood pile two-lane bridge and a wooden pedestrian bride The bridges will be replaced with a single 12 ' x 8' reinforced concrete box culvert. r The project will include the paving of an existing dirt road _ The road paving ( 11 Street SW between 17 1 Avenue SW and 9 Court SW) will be approximately 3500 feet in length and 22 feet wide. Type F curbing on both sides with concrete flumes will be included in the project A copy of said Contract is incorporated herein by reference and is made a part hereof as if fully copied herein . ■ NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH , that, if the Principal shall promptly make payments to all claimants, as herein below defined , then this obligation shall be void ; otherwise, this Bond shall remain in full force and effect, subject to the ■ following terms and conditions : 1 . A claimant is defined as any person supplying the Principal with labor, material or supplies , used directly or indirectly by the Principal or any subcontractor in the prosecution of the Work provided for in said Contract, and is further defined in 00612 - 1 0209-00612 - Payment Bond. doc FaEngineeringlCapital Prolects102094th Street Britlge Over Cooch Oitch102094th Street Bridge Over Cooch 07-200610209-00612 - Payment BorcxocRev. O6I01 IN WITNESS WHEREOF, the above bound parties executed this instrument under their several seals , this day of , 20 , the name and corporate seal of + each corporate party being hereto affixed and these presents duly signed by its undersigned representative , pursuant to authority of its governing body . *xxk**#x***##***#x*********xx***k**x*******k**#*****x**#*k***kk*****#kk***k*##x**##*xk**xx*xxx****x**#x***** r WHEN THE PRINCIPAL IS AN INDIVIDUAL : + Witness Signature of Individual r. Address Printed Name of Individual + Witness + Address + WHEN THE PRINCIPAL IS A SOLE PROPRIETORSHIP OR OPERATES UNDER A TRADE NAME : + Signed, sealed and delivered in the presence of: + Witness Name of Partnership BY: + Address Partner + Printed Name of Partner Witness + (SEAL) Address [The remainder of this page was left blank intentionally] r ■ an0209-00612 - Payment Bond.doc ■ F:¢ngineennglcapiWl PmdN jes10209-0Street Bridge over CooCt OXcn10209<ih OStrreet i dge Over Coach 0]-20-Oo10209-00612 - Payment Bond docRe¢ 05/01 + WHEN THE PRINCIPAL IS A PARTNERSHIP : + Signed , sealed and delivered in the presence of: + Witness Name of Partnership BY: Address Partner ,. Printed Name of Partner Witness + (SEAL) Address + zxzzxxxzzxxzxxxxzzxxxxzzxxxzxxzxxzzxxxzzxxxzxxzxxxxzxxzzzxxzxxxzzzxzzxzzzzxxxzxxxzxxzzzxxxzzxxxzzxzxzzzxzzxx WHEN THE PRINCIPAL IS A CORPORATION : + Attest: Secretary Name of Corporation BY: + (Affix Corporate SEAL) r Printed Name + Official Title CERTIFICATE AS TO CORPORATE PRINCIPAL + I certify that I am the Secretary of the corporation named as Principal in the within bond; that who signed the said bond on behalf of the Principal was then of said corporation : • that I know his signature, and his signature thereto is genuine; and that said Bond was duly signed , sealed and attested for and on behalf of Said corporation by authority of Its governing body . • Secretary (SEAL) [The remainder of this page was left blank intentionally] ■ 0209-00612 - Payment Bond.doc F:',E 00612 - 4 ngirrearinglCapilel Prgen5102094N Street Bridge Over Cooch OitM10209 a1h Street Bridge Over Cocch 07-20-0810209-00612 - Payment BonddocRev. 05/01 Section 713. 01 of the Florida Statutes . B . The provisions of Section 255. 05 Florida Statute shall apply. The above named Principal and Surety hereby jointly and severally agree with the County of ,. Indian River that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after performance of the labor or after complete delivery of materials and supplies by such claimant, may sue on this Bond for the use of such claimant, prosecute the suit to final judgment for such sums or sums as may be justly due claimant, and have execution thereon . The County of Indian River shall not be liable for the payment of any costs or expenses of any such suit. No suit or action shall be commenced r hereunder by any claimant: 1 . Unless claimant, other than one having a direct contract with the Principal , shall within forty five (45) days after beginning to furnish labor, materials or supplies for the prosecution of the work, furnish the Principal and Surety with a notice that he intends to look to this Bond for protection . 2 . Unless claimant, other than one having a direct contract with the Principal , shall within ninety (90) days after such claimant's performance of the labor or complete delivery of materials or supplies , deliver to the Principal and Surety written notice of the performance of such labor or delivery of such material or supplies and the nonpayment therefore . 3 . After the expiration of one ( 1 ) year from the performance of the labor or completion of ,,. delivery of the materials or supplies ; it being understood , however, that if any limitation embodied in this Bond is prohibited by any law controlling the construction hereof, such limitations shall be deemed to be amended , so as to be equal to the minimum period of limitation permitted by such law. 4 . Other than in a state court of competent jurisdiction in and for Indian River County, Florida , or in the United States District Court for the Southern District of Florida , and not elsewhere . The Surety, for value received , hereby stipulates and agrees that no charge, extension of time , alteration of or addition to the terms of the Contract or to the work to be performed thereunder ' or to the Specifications applicable thereto , shall in any way affect its obligations on this Bond , and the Surety hereby waives notice of any such change, extension of time, alterations of or addition to the terms of the Contract , or to the work or to the Specifications. The Surety represents and warrants to the County of Indian River that it has a Best's Key Rating Guide, General Policyholder's rating of "A" and Financial Size Category of Class "X". • The Principal and Surety jointly and severally covenant and agree that this Bond will remain in full force and effect for a period of one year commencing on the date of Final Completion as established on the Certificate of Final Completion as issued by the County of Indian River. The Principal and Surety jointly and severally, agree to pay the County of Indian River all losses , damages , expenses , costs, and attorney's fees , including appellate proceedings , that the County of Indian River sustains because of a default by the Principal under the Contract. [The remainder of this page was left blank intentionally] 0209-00612 - Payment Bond.doc FiEnginearinglCapital Pmjacts10209-0Ih Street Britlge Over Coach Oitch10209-0Ihh Sne12 - 2 let Britl a Over Coach 07-20- 9 0610209-00612 - Payment Bontl.tlocRev. 05!01 IN WITNESS WHEREOF, the above bound parties executed this instrument under their several seals , this day of , 20 , the name and corporate seal of + each corporate party being hereto affixed and these presents duly signed by its undersigned representative , pursuant to authority of its governing body . *xxk**#x***##***#x*********xx***k**x*******k**#*****x**#*k***kk*****#kk***k*##x**##*xk**xx*xxx****x**#x***** r WHEN THE PRINCIPAL IS AN INDIVIDUAL : + Witness Signature of Individual r. Address Printed Name of Individual + Witness + Address + WHEN THE PRINCIPAL IS A SOLE PROPRIETORSHIP OR OPERATES UNDER A TRADE NAME : + Signed, sealed and delivered in the presence of: + Witness Name of Partnership BY: + Address Partner + Printed Name of Partner Witness + (SEAL) Address [The remainder of this page was left blank intentionally] r ■ an0209-00612 - Payment Bond.doc ■ F:¢ngineennglcapiWl PmdN jes10209-0Street Bridge over CooCt OXcn10209<ih OStrreet i dge Over Coach 0]-20-Oo10209-00612 - Payment Bond docRe¢ 05/01 r TO BE EXECUTED BY CORPORATE SURETY: Attest: r Secretary Corporate Surety Business Address r BY: .. (Affix Corporate SEAL) r Attorney-In-Fact Name of Local Agency Business Address STATE OF FLORIDA COUNTY OF INDIAN RIVER r Before me , a Notary Public , duly commissioned, qualified and acting , personally appeared to me well known , who being by me first duly sworn upon oath , says that he is the attorney-in-fact for the and ' that he has been authorized by to execute the foregoing bond on behalf of the CONTRACTOR named therein in favor of the County of Indian River, Florida. Subscribed and sworn to before me this day of 20 ' Notary Public, State of Florida My Commission Expires : r r ■ * * END OF SECTION 0209-00612 - Payment Bond.doc F.1EngineeringlCapital Projects10209-0N Street Bridge Over Cooch Di1thW209.41In 006eet Bridge over Cooc 07-20-MO20g.WG12 - Payment Bord.dixRev. o5/o1 40 SECTION 00620 - Sample Certificate of Liability Insurance CERTIFICATE OF LIABILITY INSURANCE AM PRODUCER LRIGHTS ICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO N THE CERTIFlCATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND HE COVERAGE AFFORDED BY THE POLICIES BELOW. rCOMPANIES AFFORDING COVERAGE INSURED - -i - - I QUMPANYE - COVERAGES 4N0TWVvITHSTANDING TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED PERTAIN THE INSURANCE ACCORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY POLICY EFFECTIVE POLICY EXPIRATION TYPE OFINSURANCE NUMBER DATE MMIDDM' DATE MM/D LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000❑ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE An One Fire § 50,000 INS ❑ CLAIMS MAGE ❑OCCUR MED. EXP. (Any One Person f 5,000 ❑ PERSONAL & ADV INJURY $ 1 ,000,000 _ ❑ GENERAL AGGREGATE $ 1,D00,000 ❑ PRODUCTS — COMP/OP AGG. $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 11■ A ANY AUTO (Ea. Occurrence) S 1,000,"00 ❑ ALL OWNED AUTOS BODILY INJURY ❑ SCHEDULED AUTOS (Per Person) $ ❑ HIRED AUTOS BODILY INJURY AM [:I NON-OWNED AUTOS (Per Accident) $ ❑ PROPERTY DAMAGE § JAE ARAGE LIABILITY AUTO ONLY — EAACCIDENT § Y■ OTHER THAN EA ACC § AUTO ONLY AGGCESS LIABILITY EACH OCCURRENCE / ❑ CLAIMS MADE DEDUCTIBLE AGGREGATE § ❑ RETENTION $ $ WORKER'S COMPENSATION AND $ A EMPLOYER'S LIABILITY OWCSTATUTORYLIMITS E.L. EACH ACCIDENT $ 10,000 THE / PROPRIETOR/PARTNERS/ ❑ INCL EL. DISEASE — EA $ 500,00D EXECUTIVE OFFICERS ARE: ❑ EXCL E.L. DISEASE-POLICY LIMIT f t00,0D0 OTHER: BUILDER'S RISK FULL REPLACEMENT COST OF THE WORK IN DESCRIPTION OF OPERATIONSlLOCATIONS VEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: CANCELLATION r SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND r UPON THE COMPANY ITS AGENTS OR REPRESENTATIVES. ADDITIONAL INSURED: AUTHORIZED REPRESENTATIVE INDIAN RIVER COUNTY 1840 26m STREET, VERO BEACH, FL 32960 ■ 00620 - 1 0209-00620 - Sample Certificate of Liability Insurance.doc F:\EngmeeringiCapital Prpects102094th Street Bridge Over Ceoch Ditch\02094th Street Bridge Over Coocli 0]-20-0610209A0620 - Sample Certificate of Liability Insurance.docRev. 05/01 + WHEN THE PRINCIPAL IS A PARTNERSHIP : + Signed , sealed and delivered in the presence of: + Witness Name of Partnership BY: Address Partner ,. Printed Name of Partner Witness + (SEAL) Address + zxzzxxxzzxxzxxxxzzxxxxzzxxxzxxzxxzzxxxzzxxxzxxzxxxxzxxzzzxxzxxxzzzxzzxzzzzxxxzxxxzxxzzzxxxzzxxxzzxzxzzzxzzxx WHEN THE PRINCIPAL IS A CORPORATION : + Attest: Secretary Name of Corporation BY: + (Affix Corporate SEAL) r Printed Name + Official Title CERTIFICATE AS TO CORPORATE PRINCIPAL + I certify that I am the Secretary of the corporation named as Principal in the within bond; that who signed the said bond on behalf of the Principal was then of said corporation : • that I know his signature, and his signature thereto is genuine; and that said Bond was duly signed , sealed and attested for and on behalf of Said corporation by authority of Its governing body . • Secretary (SEAL) [The remainder of this page was left blank intentionally] ■ 0209-00612 - Payment Bond.doc F:',E 00612 - 4 ngirrearinglCapilel Prgen5102094N Street Bridge Over Cooch OitM10209 a1h Street Bridge Over Cocch 07-20-0810209-00612 - Payment BonddocRev. 05/01 r TO BE EXECUTED BY CORPORATE SURETY: Attest: r Secretary Corporate Surety Business Address r BY: .. (Affix Corporate SEAL) r Attorney-In-Fact Name of Local Agency Business Address STATE OF FLORIDA COUNTY OF INDIAN RIVER r Before me , a Notary Public , duly commissioned, qualified and acting , personally appeared to me well known , who being by me first duly sworn upon oath , says that he is the attorney-in-fact for the and ' that he has been authorized by to execute the foregoing bond on behalf of the CONTRACTOR named therein in favor of the County of Indian River, Florida. Subscribed and sworn to before me this day of 20 ' Notary Public, State of Florida My Commission Expires : r r ■ * * END OF SECTION 0209-00612 - Payment Bond.doc F.1EngineeringlCapital Projects10209-0N Street Bridge Over Cooch Di1thW209.41In 006eet Bridge over Cooc 07-20-MO20g.WG12 - Payment Bord.dixRev. o5/o1 SECTION 00622 - Contractor's Application for Payment. doc r Application for Payment No. For Work Accomplished through the period of through To: Indian River County ( OWNER) From : (CONTRACTOR) Contract: 0209 & 9321 Project: 4` Str�/Conch Ditch Bridge Replacement & 11 'h Street SW Paving and Drainage OWNER' s Contract No. ENGINEER ENGINEER's Contract No . i 1 . Original Contract Price: $ 2 . Net change by Change Orders and Written Amendments (+ or -) : $ 3. Current Contract Price ( 1 plus 2) : $ 4 . Total Work to date : 4 . a Percentage of Work completed to date : % 4. b Total Work completed to date : $ 4. c Total equipment and material stored to date: 4 . d Total Work completed and stored to date: (4 . b plus 4 . c) ( 1 ) $ 5 . Retainage (per Agreement) : 5 . a 10% of completed Work (0. 10 x 4. b) : 5 . b 20% of stored equipment and material (0. 20 x 4. c) : 5 . c Total Retainage (5. a plus 5. b) : $ 6 . Total Work completed and stored to date less retainage (4 . d minus 5. c) : $ [7 . Previous Payments : $ 118. AMOUNT DUE THIS APPLICATION (6 MINUS 7) : $ (1 ) Attach detailed schedule and copies of all paid invoices . 1 . Original Contract Price : $ 2. Net change by Change Orders and Written Amendments (+ or -) : $ 3 . Current Contract Price ( 1 plus 2) : $ 4. Total completed and stored to date: $ 5 . Retainage (per Agreement) : of completed Work: $ % of Stored mater lai : $ Total Retainage : $ 6 . Total completed and stored to date less retainage (4 minus 5) : $ 17 . Less previous Application for Payments: $ 8 . DUE THIS APPLICATION (6 MINUS 7) : 4— ■ 0209-00622 - Contractor's Application for Payment.doc Peymerit-d oReva006/0 ProgctsW209-0th Street Bridge Over Conch Ditch102094N 00622 - 1 Street Bridge Over Gooch 07-20-0610209-00622 - Contrador's Application for i CONTRACTOR'S CERTIFICATION : + UNDER PENALTY OF PERJURY, the undersigned CONTRACTOR certifies that (1 ) all previous progress payments received from OWNER on account of Work done under the i Contract referred to above have been applied on account to discharge CONTRACTOR's legitimate obligations incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2 ) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all Liens , security interests and encumbrances (except such as are covered by a Bond acceptable to OWNER indemnifying OWNER against any such Lien , security interest or encumbrance) ; (3) all Work covered by this i Application for Payment is in accordance with the Contract Documents and not defective and (4) If this Periodic Estimate is for a Final payment to project or improvement , I further certify that all persons doing work upon or furnishing materials or supplies for this project or r improvement under this foregoing contract have been paid in full, and that all taxes imposed by No . 212 Florida Statutes , (Sales and Use Tax Act, as Amended ) have been paid and discharged , and that I have no claims against the OWNER. + Dated (CONTRACTOR) .. By: State of County of Subscribed and sworn to before me this day of Notary Public i My Commission expires : CERTIFICATION OF ARCHITECT OR CONSULTING ENGINEER (WHERE APPLICABLE ) ' i I certify that I have checked and verify the above and foregoing Periodic Estimate for Partial Payment; that to the best of my knowledge and belief it is a true and correct statement of the work performed and/or material supplied by the Contractor. i Dated + (ARCHITECT / ENGINEER) SIGNATURE _ CERTIFICATION OF ENGINEER / INSPECTOR: I have checked the estimate against the Contractor's Schedule of Amounts for Contract Payments and the notes and reports of my inspections of the project . It is my opinion that this statement of work performed and/or materials supplied is accurate, that the Contractor is + observing the requirements of the Contract, and that the Contractor should be paid the amount requested above . r Dated ARCHITECT / ENGINEER) SIGNATURE r Accompanying Documentation : 0209-00622 - Contractor's Application for Payment.doc FAEn 00622 - 2 � �., Payment docRev. 05el ProjeGSW209-0Ut Street Bridge Over Gooch Oilrh\020941h Street Bridge Over Gooch 07-20-MO20MO622 - Contradoes Application for � PaymenctlocRev. 05/01 40 SECTION 00620 - Sample Certificate of Liability Insurance CERTIFICATE OF LIABILITY INSURANCE AM PRODUCER LRIGHTS ICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO N THE CERTIFlCATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND HE COVERAGE AFFORDED BY THE POLICIES BELOW. rCOMPANIES AFFORDING COVERAGE INSURED - -i - - I QUMPANYE - COVERAGES 4N0TWVvITHSTANDING TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED PERTAIN THE INSURANCE ACCORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY POLICY EFFECTIVE POLICY EXPIRATION TYPE OFINSURANCE NUMBER DATE MMIDDM' DATE MM/D LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000❑ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE An One Fire § 50,000 INS ❑ CLAIMS MAGE ❑OCCUR MED. EXP. (Any One Person f 5,000 ❑ PERSONAL & ADV INJURY $ 1 ,000,000 _ ❑ GENERAL AGGREGATE $ 1,D00,000 ❑ PRODUCTS — COMP/OP AGG. $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 11■ A ANY AUTO (Ea. Occurrence) S 1,000,"00 ❑ ALL OWNED AUTOS BODILY INJURY ❑ SCHEDULED AUTOS (Per Person) $ ❑ HIRED AUTOS BODILY INJURY AM [:I NON-OWNED AUTOS (Per Accident) $ ❑ PROPERTY DAMAGE § JAE ARAGE LIABILITY AUTO ONLY — EAACCIDENT § Y■ OTHER THAN EA ACC § AUTO ONLY AGGCESS LIABILITY EACH OCCURRENCE / ❑ CLAIMS MADE DEDUCTIBLE AGGREGATE § ❑ RETENTION $ $ WORKER'S COMPENSATION AND $ A EMPLOYER'S LIABILITY OWCSTATUTORYLIMITS E.L. EACH ACCIDENT $ 10,000 THE / PROPRIETOR/PARTNERS/ ❑ INCL EL. DISEASE — EA $ 500,00D EXECUTIVE OFFICERS ARE: ❑ EXCL E.L. DISEASE-POLICY LIMIT f t00,0D0 OTHER: BUILDER'S RISK FULL REPLACEMENT COST OF THE WORK IN DESCRIPTION OF OPERATIONSlLOCATIONS VEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER ADDITIONAL INSURED; INSURER LETTER: CANCELLATION r SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND r UPON THE COMPANY ITS AGENTS OR REPRESENTATIVES. ADDITIONAL INSURED: AUTHORIZED REPRESENTATIVE INDIAN RIVER COUNTY 1840 26m STREET, VERO BEACH, FL 32960 ■ 00620 - 1 0209-00620 - Sample Certificate of Liability Insurance.doc F:\EngmeeringiCapital Prpects102094th Street Bridge Over Ceoch Ditch\02094th Street Bridge Over Coocli 0]-20-0610209A0620 - Sample Certificate of Liability Insurance.docRev. 05/01 SECTION 00622 - Contractor's Application for Payment. doc r Application for Payment No. For Work Accomplished through the period of through To: Indian River County ( OWNER) From : (CONTRACTOR) Contract: 0209 & 9321 Project: 4` Str�/Conch Ditch Bridge Replacement & 11 'h Street SW Paving and Drainage OWNER' s Contract No. ENGINEER ENGINEER's Contract No . i 1 . Original Contract Price: $ 2 . Net change by Change Orders and Written Amendments (+ or -) : $ 3. Current Contract Price ( 1 plus 2) : $ 4 . Total Work to date : 4 . a Percentage of Work completed to date : % 4. b Total Work completed to date : $ 4. c Total equipment and material stored to date: 4 . d Total Work completed and stored to date: (4 . b plus 4 . c) ( 1 ) $ 5 . Retainage (per Agreement) : 5 . a 10% of completed Work (0. 10 x 4. b) : 5 . b 20% of stored equipment and material (0. 20 x 4. c) : 5 . c Total Retainage (5. a plus 5. b) : $ 6 . Total Work completed and stored to date less retainage (4 . d minus 5. c) : $ [7 . Previous Payments : $ 118. AMOUNT DUE THIS APPLICATION (6 MINUS 7) : $ (1 ) Attach detailed schedule and copies of all paid invoices . 1 . Original Contract Price : $ 2. Net change by Change Orders and Written Amendments (+ or -) : $ 3 . Current Contract Price ( 1 plus 2) : $ 4. Total completed and stored to date: $ 5 . Retainage (per Agreement) : of completed Work: $ % of Stored mater lai : $ Total Retainage : $ 6 . Total completed and stored to date less retainage (4 minus 5) : $ 17 . Less previous Application for Payments: $ 8 . DUE THIS APPLICATION (6 MINUS 7) : 4— ■ 0209-00622 - Contractor's Application for Payment.doc Peymerit-d oReva006/0 ProgctsW209-0th Street Bridge Over Conch Ditch102094N 00622 - 1 Street Bridge Over Gooch 07-20-0610209-00622 - Contrador's Application for r (The Remainder of Page Intentional Left Blank] r r r r r r r r r r r r r r 0209-00622 - Contractor's Application for Payment-doe 00622 - 3 F\En9ineeringiCaprtal Prgeds10209-0N Street Bridge Over Coach Oitrh10209<th Street Bridge Over Coach 07-20-06W209.00622 - Contractors Applicagon for Payment docRev. 05101 • . . r r r r r r r r r r r r r r r To : Indian River County (OWNER) From : (CONTRACTOR) Contract: 0209 & 9321 Project: 4Street/Gooch Ditch Bridge Replacement & 11 '" Street SW Paving and Drainage Bid Schedule Item Unit Price Estimated SS Values Quantity Percent Material Amount Completed Amount Complete P No. Quantity Amount Completed a�P Stored and Stored 1 . 2 . 3. 4- i5 . 6 . 7. — 8 . 9. 10. 11 . 12 . - 13 . 14 . -- 15 . 16 . 17. _ 18 . 19. 20 . 21 . - 22 . TOTAL AMOUNT [Note: Total Schedule of values Amount should equal the current Contract Price.) * * END OF SECTION 0209-00622 - Contractor's Application for Payment.doc -06\0209-00622 - contractors Application for Payment docRev. Moi 00622 - 1 P:1Engineering\Gap�lal Rujeds10209-0th Street Bridge Over Gooch DiUhW2o9-0N Street Bridge Over CooGr 0]-20 i CONTRACTOR'S CERTIFICATION : + UNDER PENALTY OF PERJURY, the undersigned CONTRACTOR certifies that (1 ) all previous progress payments received from OWNER on account of Work done under the i Contract referred to above have been applied on account to discharge CONTRACTOR's legitimate obligations incurred in connection with Work covered by prior Applications for Payment numbered 1 through inclusive; (2 ) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all Liens , security interests and encumbrances (except such as are covered by a Bond acceptable to OWNER indemnifying OWNER against any such Lien , security interest or encumbrance) ; (3) all Work covered by this i Application for Payment is in accordance with the Contract Documents and not defective and (4) If this Periodic Estimate is for a Final payment to project or improvement , I further certify that all persons doing work upon or furnishing materials or supplies for this project or r improvement under this foregoing contract have been paid in full, and that all taxes imposed by No . 212 Florida Statutes , (Sales and Use Tax Act, as Amended ) have been paid and discharged , and that I have no claims against the OWNER. + Dated (CONTRACTOR) .. By: State of County of Subscribed and sworn to before me this day of Notary Public i My Commission expires : CERTIFICATION OF ARCHITECT OR CONSULTING ENGINEER (WHERE APPLICABLE ) ' i I certify that I have checked and verify the above and foregoing Periodic Estimate for Partial Payment; that to the best of my knowledge and belief it is a true and correct statement of the work performed and/or material supplied by the Contractor. i Dated + (ARCHITECT / ENGINEER) SIGNATURE _ CERTIFICATION OF ENGINEER / INSPECTOR: I have checked the estimate against the Contractor's Schedule of Amounts for Contract Payments and the notes and reports of my inspections of the project . It is my opinion that this statement of work performed and/or materials supplied is accurate, that the Contractor is + observing the requirements of the Contract, and that the Contractor should be paid the amount requested above . r Dated ARCHITECT / ENGINEER) SIGNATURE r Accompanying Documentation : 0209-00622 - Contractor's Application for Payment.doc FAEn 00622 - 2 � �., Payment docRev. 05el ProjeGSW209-0Ut Street Bridge Over Gooch Oilrh\020941h Street Bridge Over Gooch 07-20-MO20MO622 - Contradoes Application for � PaymenctlocRev. 05/01 r (The Remainder of Page Intentional Left Blank] r r r r r r r r r r r r r r 0209-00622 - Contractor's Application for Payment-doe 00622 - 3 F\En9ineeringiCaprtal Prgeds10209-0N Street Bridge Over Coach Oitrh10209<th Street Bridge Over Coach 07-20-06W209.00622 - Contractors Applicagon for Payment docRev. 05101 r SECTION 00630 - Certificate of Substantial Completion r Date of Issuance : 20 r OWNER : Indian River County CONTRACTOR - Contract : ath Gfrapt / r`,nnrh Ditch Rr;rl� p Rprlarpmant $t 11 th 4tnpat clnr Paving and nrainagim . _ r Project: 0209 & 9321 r OWNER's Contract No . CONTACT FOR: ENGINEER's Project No . ( Insert Name of Contract as it appears in the Bid Documents) a This Certificate of Substantial Completion applies to all Work under the Contract Documents or �. to the following specified parts thereof: r r r To - r OWNER And To CONTRACTOR The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR and ENGINEER , and that Work is hereby declared to be substantially complete in accordance with the Contract Documents on W DATE OF SUBS I ANT IAL COMPLE I ION A tentative list of items to be completed or corrected is attached hereto. This list may not be all- inclusive , and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents . The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion . ■ F.1Engineerin cRev05101 ital Projects102094ih Street Bridge Over Coach Ditch10209-0th 00630 - 1 0209-00630 - Certificate of Substantial Con- pletion.doc Completion.docftevStreet Bridge Over Cooch 07-20-0610209-00630 - Cendicate o Substantial ■ . The responsibilities between OWNER and CONTRACTOR for security , operation , safety, maintenance , heat, utilities , insurance and warranties and guarantees shall be as follows : r OWNER: r CONTRACTOR: r The following documents are attached to and made a part of this Certificate : r [For items to be attached see definition of Substantial Completion as supplemented and other specifically s noted conditions precedent to achieving Substantial Completion as required by Contract Documents.] This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR's obligation to complete the Work in accordance with the Contract Documents. r Executed by ENGINEER on : ( Date) . r ENGINEER : r By : (Authorized Signature) • CONTRACTOR accepts this Certificate of Substantial Completion on (date). CONTRACTOR : r By : • (Authorized Signature) • OWNER accepts this Certificate of Substantial Completion on (date) . %JJVVIJEr% INDIAN RIVER vN.) I i' • By (Authorized Signature) • * * END OF SECTION 0209-00630 - Certificate of Substantial Completion.doc 00630 - 2 F'.\Engineermg\Capr9l Projects10209 ffi Street Bridge Over Cooch nitcht02094th Street Bridge Over Cooch 07-20-0 WMM0630 - Certificate of Substantial . Completion.docitev. 05101 • . . r r r r r r r r r r r r r r r To : Indian River County (OWNER) From : (CONTRACTOR) Contract: 0209 & 9321 Project: 4Street/Gooch Ditch Bridge Replacement & 11 '" Street SW Paving and Drainage Bid Schedule Item Unit Price Estimated SS Values Quantity Percent Material Amount Completed Amount Complete P No. Quantity Amount Completed a�P Stored and Stored 1 . 2 . 3. 4- i5 . 6 . 7. — 8 . 9. 10. 11 . 12 . - 13 . 14 . -- 15 . 16 . 17. _ 18 . 19. 20 . 21 . - 22 . TOTAL AMOUNT [Note: Total Schedule of values Amount should equal the current Contract Price.) * * END OF SECTION 0209-00622 - Contractor's Application for Payment.doc -06\0209-00622 - contractors Application for Payment docRev. Moi 00622 - 1 P:1Engineering\Gap�lal Rujeds10209-0th Street Bridge Over Gooch DiUhW2o9-0N Street Bridge Over CooGr 0]-20 r SECTION 00630 - Certificate of Substantial Completion r Date of Issuance : 20 r OWNER : Indian River County CONTRACTOR - Contract : ath Gfrapt / r`,nnrh Ditch Rr;rl� p Rprlarpmant $t 11 th 4tnpat clnr Paving and nrainagim . _ r Project: 0209 & 9321 r OWNER's Contract No . CONTACT FOR: ENGINEER's Project No . ( Insert Name of Contract as it appears in the Bid Documents) a This Certificate of Substantial Completion applies to all Work under the Contract Documents or �. to the following specified parts thereof: r r r To - r OWNER And To CONTRACTOR The Work to which this Certificate applies has been inspected by authorized representatives of OWNER, CONTRACTOR and ENGINEER , and that Work is hereby declared to be substantially complete in accordance with the Contract Documents on W DATE OF SUBS I ANT IAL COMPLE I ION A tentative list of items to be completed or corrected is attached hereto. This list may not be all- inclusive , and the failure to include an item in it does not alter the responsibility of CONTRACTOR to complete all the Work in accordance with the Contract Documents . The items in the tentative list shall be completed or corrected by CONTRACTOR within days of the above date of Substantial Completion . ■ F.1Engineerin cRev05101 ital Projects102094ih Street Bridge Over Coach Ditch10209-0th 00630 - 1 0209-00630 - Certificate of Substantial Con- pletion.doc Completion.docftevStreet Bridge Over Cooch 07-20-0610209-00630 - Cendicate o Substantial ■ . SECTION 00632 - CONTRACTOR' S FINAL CERTIFICATION OF THE WORK (TO ACCOMPANY CONTRACTOR'S FINAL APPLICATION FOR PAYMENT) i STATE OF COUNTY OF i Personally before me the undersigned officer, authorized by the laws of said state to administer oaths, comes , who on oath says : That he is the CONTRACTOR with whom Indian River County, Florida , a political subdivision of said state, did on the day of 220 , enter into a contract for the performance of certain work, more particularly described as follows: "r 4" STREET/COOCH DITCH BRIDGE REPLACEMENT, IRC PROJECT #0209 & 11TH STREET SW PAVING & DRAINAGE, IRC PROJECT #9321 i UNDER PENALTY OF PERJURY, affiant further says that said construction has been completed and the Contract therefore fully performed and final payment is now due and that all liens of all firms and individuals contracting directly with or directly employed by i such CONTRACTOR have been paid in full EXCEPT: Name Description/Amount i who have not been paid and who are due the amount set forth . Affiant further says that: 1 . CONTRACTOR has reviewed the Contract Documents . 2. CONTRACTOR has reviewed the Work for compliance with the Contract Documents. r 3 . CONTRACTOR has completed the Work in accordance with the Contract Documents . 4. All equipment and systems have been tested in the presence of the ENGINEER or his representative and are fully operational with no defects or deficiencies except as listed below. r r 5 . The Work is complete and ready for final acceptance by the OWNER. 00632- 1 F:\EngineennglCapital Projects10209-4th Street Bridge Over Cooch Dit0h\0209-4th Street Bridge Over Cooch 07-20-060209-00632 - Contractor's Final Cerhfication.doc 6. CONTRACTOR hereby certifies that it has no claims against the OWNER . (Corporate Seal) AW (Contractor) By: r Subscribed and sworn to before me this _ day of , 20_ Notary Public State of Florida at Large My Commission expires : + + END OF SECTION + + • w r ' 00632-2 FAEngineeringlCapital Projects\0209-4th Street Bridge Over Cooch Ditch0209<th Street Bridge Over Coocn 07-20-06\0209-00632 - Contractors Final Certification.d oc The responsibilities between OWNER and CONTRACTOR for security , operation , safety, maintenance , heat, utilities , insurance and warranties and guarantees shall be as follows : r OWNER: r CONTRACTOR: r The following documents are attached to and made a part of this Certificate : r [For items to be attached see definition of Substantial Completion as supplemented and other specifically s noted conditions precedent to achieving Substantial Completion as required by Contract Documents.] This certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of CONTRACTOR's obligation to complete the Work in accordance with the Contract Documents. r Executed by ENGINEER on : ( Date) . r ENGINEER : r By : (Authorized Signature) • CONTRACTOR accepts this Certificate of Substantial Completion on (date). CONTRACTOR : r By : • (Authorized Signature) • OWNER accepts this Certificate of Substantial Completion on (date) . %JJVVIJEr% INDIAN RIVER vN.) I i' • By (Authorized Signature) • * * END OF SECTION 0209-00630 - Certificate of Substantial Completion.doc 00630 - 2 F'.\Engineermg\Capr9l Projects10209 ffi Street Bridge Over Cooch nitcht02094th Street Bridge Over Cooch 07-20-0 WMM0630 - Certificate of Substantial . Completion.docitev. 05101 SECTION 00632 - CONTRACTOR' S FINAL CERTIFICATION OF THE WORK (TO ACCOMPANY CONTRACTOR'S FINAL APPLICATION FOR PAYMENT) i STATE OF COUNTY OF i Personally before me the undersigned officer, authorized by the laws of said state to administer oaths, comes , who on oath says : That he is the CONTRACTOR with whom Indian River County, Florida , a political subdivision of said state, did on the day of 220 , enter into a contract for the performance of certain work, more particularly described as follows: "r 4" STREET/COOCH DITCH BRIDGE REPLACEMENT, IRC PROJECT #0209 & 11TH STREET SW PAVING & DRAINAGE, IRC PROJECT #9321 i UNDER PENALTY OF PERJURY, affiant further says that said construction has been completed and the Contract therefore fully performed and final payment is now due and that all liens of all firms and individuals contracting directly with or directly employed by i such CONTRACTOR have been paid in full EXCEPT: Name Description/Amount i who have not been paid and who are due the amount set forth . Affiant further says that: 1 . CONTRACTOR has reviewed the Contract Documents . 2. CONTRACTOR has reviewed the Work for compliance with the Contract Documents. r 3 . CONTRACTOR has completed the Work in accordance with the Contract Documents . 4. All equipment and systems have been tested in the presence of the ENGINEER or his representative and are fully operational with no defects or deficiencies except as listed below. r r 5 . The Work is complete and ready for final acceptance by the OWNER. 00632- 1 F:\EngineennglCapital Projects10209-4th Street Bridge Over Cooch Dit0h\0209-4th Street Bridge Over Cooch 07-20-060209-00632 - Contractor's Final Cerhfication.doc ANN SECTION 00634 - PROFESSIONAL SURVEYOR AND MAPPER' S CERTIFICATION AS TO ELEVATIONS AND LOCATIONS OF THE WORK w (TO BE COMPLETED BY A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER RETAINED BY THE CONTRACTOR AND TO ACCOMPANY CONTRACTOR'S FINAL APPLICATION FOR PAYMENT) I CERTIFY that I am a Florida Professional Surveyor and Mapper retained by : w (Insert name of CONTRACTOR) Who is the CONTRACTOR for the following Project: w PROJECT NAME : 4h Street / Cooch Ditch Bridge Replacement 11 `" Street SW Paving & Drainage INDIAN RIVER COUNTY PROJECT # 0209 & 9321 I FURTHER CERTIFY that I have personally performed the survey work for the preparation of Record Drawings for the CONTRACTOR for this project or that such work was performed under my direct control and supervision . I FURTHER CERTIFY that all constructed elevations and locations of the Work are in conformance with the Contract Documents , except for discrepancies listed below. [Attach additional sheets as necessary] ■ (SURVEYOR'S SEAL) P CERTIFIED BY: Printed Name : Florida Professional Surveyor and Mapper Registration Number: Date Signed and Sealed by Professional Surveyor and Mapper: Company Name: ' Company Address : Telephone Number: I 0209-00634 - Professional Surveyor and Mapper's Certification as to Elevations and Locations of the Work.doc 00634 - 1 F.1EngineannglCaNal PrgectsW2094th Street Bndge Over Conch Ditch O209-4th St eet fridge Over Cooch W-20-06=09-00634 - Professional Surveyor and MappWs Certification as to Elevabons and Locabons of the Work.docRev. 06!01 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the r NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS r AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS • This document has been approved and endorsed by ' The Associated General Contractors of America Construction Specifications Institute Copyright ©1996 • National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314 • American Consulting Engineers Council 1015 15th Street N . N. , Washington., DC 20005 ' American Society of Civil Engineers 345 East 47th Street, New York, NY 10017 r 6. CONTRACTOR hereby certifies that it has no claims against the OWNER . (Corporate Seal) AW (Contractor) By: r Subscribed and sworn to before me this _ day of , 20_ Notary Public State of Florida at Large My Commission expires : + + END OF SECTION + + • w r ' 00632-2 FAEngineeringlCapital Projects\0209-4th Street Bridge Over Cooch Ditch0209<th Street Bridge Over Coocn 07-20-06\0209-00632 - Contractors Final Certification.d oc ANN SECTION 00634 - PROFESSIONAL SURVEYOR AND MAPPER' S CERTIFICATION AS TO ELEVATIONS AND LOCATIONS OF THE WORK w (TO BE COMPLETED BY A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER RETAINED BY THE CONTRACTOR AND TO ACCOMPANY CONTRACTOR'S FINAL APPLICATION FOR PAYMENT) I CERTIFY that I am a Florida Professional Surveyor and Mapper retained by : w (Insert name of CONTRACTOR) Who is the CONTRACTOR for the following Project: w PROJECT NAME : 4h Street / Cooch Ditch Bridge Replacement 11 `" Street SW Paving & Drainage INDIAN RIVER COUNTY PROJECT # 0209 & 9321 I FURTHER CERTIFY that I have personally performed the survey work for the preparation of Record Drawings for the CONTRACTOR for this project or that such work was performed under my direct control and supervision . I FURTHER CERTIFY that all constructed elevations and locations of the Work are in conformance with the Contract Documents , except for discrepancies listed below. [Attach additional sheets as necessary] ■ (SURVEYOR'S SEAL) P CERTIFIED BY: Printed Name : Florida Professional Surveyor and Mapper Registration Number: Date Signed and Sealed by Professional Surveyor and Mapper: Company Name: ' Company Address : Telephone Number: I 0209-00634 - Professional Surveyor and Mapper's Certification as to Elevations and Locations of the Work.doc 00634 - 1 F.1EngineannglCaNal PrgectsW2094th Street Bndge Over Conch Ditch O209-4th St eet fridge Over Cooch W-20-06=09-00634 - Professional Surveyor and MappWs Certification as to Elevabons and Locabons of the Work.docRev. 06!01 TABLE OF CONTENTS Titlee `� ARTICLE 1 - DEFINITIONS AND TERMINOLOGY . . . . . . . . .. . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . 5 1 . 01 Defined Terms . . . . . . . . . . . .. . . . . . . . . . . 4 . . . .. . . : . . . . . . . . . . . .. . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. .. .. . . . . . . . . . . . . . . . . . . . . . .. . . . 5 . . . . . . . . . . . . . .. . . .. 1 . 02 Terminology. . . .. . . . . . . . . .. . . . . . .. . . . . . . . . . . . .. .. . . . . . . .. .. .... . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . .. .. . . 7 ARTICLE 2 - PRELIMINARY MATTERS . . P . . . 6 . . . . . . . . 4 . . .. . " " 6 . . . . . . . . . . . . . . . . . . . . . ... . . ... . ... . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2. 01 Delivery of Bonds . . . . . . . .. . . .. . .. . . . . . . . . . . . . .. . . . . . . . . . . . . .. . .. . . . . . . . .. . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . ... . . . . . . 8 2.02 Copies of Documents. . . . . . . . . . . . . . . . .. . .. . . . . .. . .. . . . . . . . . . ... . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . .. . . . . .. ... . . .. .. . . . . . . . . . . . . . . .. . . . . . . . . 8 2. 03 Commencement of Contract Times; Notice to Proceed. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 8 2.04 Starting the Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . .. . . . . . . . B 2.05 Before Starting Construction . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. .. . . . . .. . . .. . . . . . . .. . . . . .. .. . . . . . . . . .. . . . . . . . . . . . .. . . . . ... . . . . . . .. . . . . . 8 2. 06 Preconstruction Conference . .. . . . .. .. . . .. . . .. . . 6 . . . . . . . 4 . . ... .. ... .. . . . . .9 . . . . . . . . . . . . . . . 4 . . . . . . . .. . . . . 6 . . 2 .07 Initial Acceptance of Schedules . . . . . .. . . . . . . . . . . .. . . .. . . . . . . .. . .. . . . . . . . . .. .. . . . . . . .... . . . . . . .. .. . .. . . . . . . . . . .. . . . .. .. . . . . . . . . . . .. .. . . . 9 r ARTICLE 3 - CONTRACT DOCUMENTS : INTENT, AMENDING , REUSE . . . . .. . . . . . . . . . .. . .. . . . . . . . . .. . . . . . . . . . . .. .. . .. . .. . . .. . . . . . . . . . . 9 3.01 Intent. . . . . . . . . . . . . . . . . .. .. . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. .. . .. . .. . . . .. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . .. .. . . . . . . . . 9 3.02 Reference Standards . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ... . . . . . . .. . . . . . . . . . . . .. . . . . . .. . . . . : . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . 10 3 .03 Reporting and Resolving Discrepancies. ... . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . .. . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . 10 3.04 Amending and Supplementing Contract Documents . . . . ... ... . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . 10 3.05 Reuse of Documents.. . . .. . . . . . . . . . . . . . . 6 .. .. . . .. . . . . . . 444 . . . .. . . .. . . . .. . . . . . . 10 ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE 11 POINTS .. . . . . . . . . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . .. . . . .. 4.01 Availability of Lands. . .. ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . ... . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . .. . . . . . . . . . . .. . . . . . . . .. . . . . . . 11 4. 02 Subsurface and Physical Conditions . . . . . . . . ... . ... .. ... . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . .. . . . . . . .. . . . . . .. . ... . . 11 4.03 Differing Subsurface or Physical Conditions . . .. . . . .. . .. . . . . . . . . . . . . . 11 . . . . . . .. . .. . . . . .. . . . . . . . . . . . . . . . . 4 . . . 4.04 Underground Facilities . . . . . . . . . . . . . . . . 4 . . . .. . . . . . . .. . . . . . . . . . . 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . .. .. . . . . . . . . .. ... . . . . . . 4.05 Reference Points . . . ... . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . ... ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . .. . . . . . . . . .. . . . . . . ... . . . . . . . 13 4.06 Hazardous Environmental Condition at Site . .. . . . . .. .. . .. ... . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . .. . . . . . . ... . . . .. . .. . . . . . . . .. ... . . . . . . 13 i ARTICLE 5 - BONDS AND INSURANCE . . . .. . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . .. . . . . . . .. . .. ... . . . . .. . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . 14 . . . .. . . . . . 5.01 Performance, Payment, and Other Bonds . . . . . . . . . .. .. . . . . . . . ... . .. . . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 14 5. 02 Licensed Sureties and Insurers . . . . . . . . . . . .. . . . . . . . ... . . . .. . . .. .. . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . .. . . . . . 15 5.03 Certificates of Insurance . . . . .. .. . . . .. . 4 . . . . . . .. . . . . . . . . . . . 15 .. . . . . . . . . . . . . . .. .. . . ... .. . . . . . . . . . . . . .. .. . . .. . . . . . .. . .. . . . . . . . . . . . .. .. . . . . . . .. . . 5. 04 CONTRACTOR's Liability Insurance . . . .. . .. . . . . .. . . .. .. . . . .. . . ... .. . .. .... . . . . . . . . .. . . . . .. .. . . . . .. . . . . . .. . . .. . . . . . . . .. . . . . ... . . . . . . 15 5 .05 OWNER's Liability insurance. . . . . . . . . . . . .. ..... . . . . . . . . .. . . . P. . . 6 . . . . . . . .. . . . . . . 4 . . . . .. . . .. . . . . . . . .. . . . . 6 . . . . ... ... . . . 0 . . . .. . . . . . . . 16 5.06 Property Insurance . . . . . . . 4 . .. . . ... 4 . . ... . . . . ... .4 . . P - . d . . . . . . . . .. . . . . . . . . .. . . . 4 . . . . . . .. .. . . .do . . . . . q . . . .. 6 .. . . . . . 0 , 4104 " 64 " . . . 6 0 0 . . . 6d ' * ' . 16 nsurance . . . . . . . . . .. . . .... . . . ... . . . . ... .. . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . .. .. . . .. . . . . . . . . . . .. . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 16 • 5. 07 Waiver of Rights . . . . . . . . . . . . ... . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . .. . . ... . . . . . . . . .. . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . 17 5.08 Receipt and Application of insurance Proceeds.. . . . .. . . . . .. . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . .. . . . . . . . 18 5. 09 Acceptance of Bonds and Insurance; Option to Replace .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . .. . . .. . . . . . . . . . . . . . . . . . 18 ■ 5. 10 Partial Utilization, Acknowledgment of property Insurer . . . . . . . .. . . .. . . . . .. . . . .. . . .. .. . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . . . . 18 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES . . . . . . . . . . . .... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 18 6. 01 Supervision and Superintendencedodo . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 . . . . . . . . . . . . . . . . . . .. . . . . .. . . .. . .. . ... . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . 6. 02 Labor, Working Hours . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . .. . . . . . .. .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 18 6 .03 Services, Materials, and Equipment . . .. . . . . . . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . .. . . .. . . . . . .. . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . . . . . 19 19 6.04 Progress Schedule . . . . . .. , . . .. . . . . . . . . . . . .. . . . . . . . . . . . .. .. . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . 6 .05 Substitutes and "Or-Equals".. . . . . . . . . . . . . . . . . . . . . . .. 6 . . . . 0 . . . . . . . . .. .. . . . . . . . . . . . . . 19 . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 6.07 Patent Fees and Royalties . . . . . . .. . . . .. . . . .. .. . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. .. . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. .. . . . . . . . . . . . 21 0209-00700 - General Conditions.doc 00700 - 2 F:lEvginearin8�aniW Pmlens102094N Sa Dndge Ova COO& Diwh\020gaN Sma Mdge over C00a 07-20AWM940•/oa - Gen" CoMiCay.doc 05/01 • 6. 08 Pennits . . . . . . . . . . .. . . .. . . . .. . . . . . .. . . . . .. . . .. . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . .. . . . .. .. . . . . . . . . . . .. . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . .. ... . . . . . . . . . .. .. .22 6. 09 Laws and Regulations . . . . . . . . . . . .. .. . . . . . .. . . . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . .. .. . .. .. . . . . . . .. . .. . . .22 6. 10 Taxes.. . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. .. . . . . . . . . . . . .. . . . . . . .. .. .. .. . .. . .. . . . . . . . .. . . . . . . . . . . . . . ... . . . . . . . . .. . . . . . . . . . ... . . . . . . . . .22 6. 11 Use of Site and Other Areas . . . . . .. .. ... . . . . .. . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . 22 r6. 13 Safety and Protection . . . . . . . . . . . . ... . . . . . . . .. . . . . . .. . . . . . . .. . . . . . . . .. . . . .. . . . . . . . . .. . . . . . . . . . .. .. . . . . .. . . . . . . . . . . . . . . .. . . . . .. . . . . .. . . .. . . . . . . 23 6. 14 Safety Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . ... . . .. .23 6. 15 Hazard Communication Programs. . . . . . . . . .. .. . . . . . . . . . .. . . .. . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . . . . . . . . . .23 • 6 . 16 Emergencies . . . . . . . ... .. . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . .. . . . . . . . . .. . . . . . 24 6. 17 Shop Drawings and Samples. . . . . .. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . .. . . . . . . . . . . . . . . 24 6. 18 Continuing the Work... . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . ... . . . . . . . . . . . . . .. . ... . .25 s 6. 19 CONTRACTOR' s General Warranty and Guarantee . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . .. . . .. . . 25 6.20 Indemnification ... . . . . . . . . .. .. . ... . . . . . . . . .. . . . . . . . . . .. . .. . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . . . . . . .. . . .. . .. . .. 25 ARTICLE7 - OTHER WORK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. .. . . . . .. . . . .. . . . . . .. .. . . . . . .. . . . . ... ... . . . . . . . . ..25 AMP7.01 Related Work at Site . . .. . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . ... .. . .. . . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... ... . .. . . . . .. .26 7. 02 Coordination .. . . . . . . . . . .. . . . . . . . .. . . . .... . ... . . . . . . . .. .. . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . .. . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . ... . . . . .. . . . . . . . . . . . . . .27 e. ARTICLE 8 - OWNER'S RESPONSIBILITIES . . . .. . . . . . .. . . ... .. . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . ... . .. . . . . .. . . . . . . . . ... . . . . . . .. . . . . . . 27 8. 01 Communications to Contractor . . . . . . . .. .. .. . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . .. .. . . . . . . . . .. . . . . .. . . . . . ... .. . .. . ... . . . . ... . . .. . ... . . 27 8. 02 Replacement of ENGINEER . . . ... . . . . . . . . . ... . . . . . . . . . . . . . . . . . . .. . . . .. . . .. . . . . . .. ... . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. .. 27 s8.03 Furnish Data . . . . . . . . . . .. . . . . . . . . . . . . ... .. .. .. . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . 27 8. 04 Pay Promptly When Due. . . . . ... .. . .. . . . .. . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . .. .. . . . . . . . . . . .. . . . . . . . . . . . . .. .. . . . .. . .. . ... . . . . . . 27 8. 05 Lands and Easements, Reports and Tests .. . .. . .. . . . . . . . . . . .... . .. . . . . . . . . . . . ... . . . ... . . . .. . . . . . . . . . . . . . . . . . ... .. .. . . . . .. . . . . .. 27 8. 06Insurance . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . .. . . . . . . . . . . .. ... . . ... . . .. ... . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . .. . . . . . . .. .. ... .. . ..... . . .. . . . . . .. 27 ' 8. 07 Change Orders . . . . . . .... . .. . . . .. . ... . . . . .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . .. . . .. . . . . . .. . . . . . . . . .. . .. . . . . .. . . . . . . . . . . . . . . . . .. . . . .. . . . ... . . . . .. . . . . . . .27 8.08 Inspections, Tests, and Approvals . . . .. . . . . .. .. . . . . . .. . . . .. ... . . . .. . . . ... . ... . . . . . . . . . . . . .. . ... . . . .. . . . . .. .. . . . . . .. .. . . . . .. . . .. . .. . . . . 27 8. 09 Limitations on OWNER's Responsibilities . . . . .. . . . . . . .. .. . . ... .. . ... . . . . . . . . .. . . .. . . . .. . . . . . .. . . . . .. . ... . . . .. . .. . . .. . . .. .. . .. .. . .27 • 8. 10 Undisclosed Hazardous Environmental Condition . .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 28 . . .. . . . .. . . . . . . . . . . ... . . . 8. 11 Evidence of Financial Arrangements . . .. . . . .. . . . .. . . .. . . . .. .. . . .. . . . . . .. .. . . . ... . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . 28 • ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . .. . . ... . . .. . .28 9. 01 OWNER'S Representative . . . .. . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . 28 9. 02 Visits to Site . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 28 • 9. 03 Project Representative . . . . . . . .. .. .. . . . . . .. . . . .. . . . . . . . . .. ... . . . . . . .. . . . . . . . . . .. .. . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . ... ... . . . . . . . . . . . .28 9. 04 Clamscations and interpretations . . .. . . . . . . . . . . . ... . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . .. . ... . . . . . .. . . .... . . . .. . . . . . . 28 9. 05 Authorized Variations in Work. . .. . . . .. . . . . . .. . .. . .... . . . . . . .. . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . ... . .. . . . . .. . . . . .. . 28 9. 06 Rejecting Defective Work. . . ... . . . ... . . .. . . . . .. . . . . . . .. . . . .. . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 29 • 9 . 07 Shop Drawings, Change Orders and Payments . . . .. . . . . .. . . . . . . . .. . . .... . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . .. .. . 29 9. 09 Decisions on Requirements of Contract Documents and Acceptability of Wort. . . . . . . . . . . . . . . .. . . . .. . . . . . . . 29 9. 10 Limitations on ENGINEER's Authority and Responsibilities. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . .. . .. . . . . . . . . . 29 i ARTICLE 10 - CHANGES IN THE WORK; CLAIMS. .. . . . . .. . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . .. . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . 30 10.01 Authorized Changes in the Work , .. .. . . .. . .. . 0 . . . . . . . . . 0 . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. ... ... . . . . . . . . . . . . 30 .. 10 . 02 Unauthorized Changes in the Work. . . .. .. . . . . . . . . . .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . .. . . . . . . . . .. . . . . . . . 30 10. 03 Execution of Change Orders .. . . . . .. . . . . .. .. . . . . . . .. . . . . . . . . . . . . . . ... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . .. . . . . . . . . . ... .. .. . . . 30 10. 04 Notification, to Surety . . .. . . . . .. . ... .. . . .... . . .. . .. . . . . . . . . . . . . . .. . . . . . . .30 . . . . . .. . . . . . . . . . . . . . . . . .. . .. . ... . . . . . .. . .. . . . . . .. . . . .. . . . . . . . . .. • 10.05 Claims and Disputes . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . :. . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . 31 ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . .. . . . . . 31 11 . 01 Cost of the Work . . . . . .. . . . .. . .. . . . . .. .. . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 31 .' 11 .02 Cash Allowances.. . . .. . . . . . . . .. . . . . . . . . . . . . . . . .. . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . .. . . . . . 33 11 . 03 Unit Price Work . . . .. . . . . . . . .. . . . .. . . . . . . . . .. . . . . . .. ... . . . . . . . . .. . . . . . . . .. . . . . .. . . . . . . . .. .. . . . . .. .. . . . .. . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . .. . . . . . 33 • ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES . . . . . . . . . . .. . . . . . . .. . .. . . .. . . . . . . . . .. . . . . .. . . 34 0209-00700 - General Condidow.doc 00700 - 3 F:�&gircering\CepiW ProjecuW209-0th Street bridge Over Conch Ditch\02094th Street bridge Over Coocb 07-20-06\0209-00700 - Generd Condidom.docbev. 05/01 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the r NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS r AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS • This document has been approved and endorsed by ' The Associated General Contractors of America Construction Specifications Institute Copyright ©1996 • National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314 • American Consulting Engineers Council 1015 15th Street N . N. , Washington., DC 20005 ' American Society of Civil Engineers 345 East 47th Street, New York, NY 10017 r TABLE OF CONTENTS Titlee `� ARTICLE 1 - DEFINITIONS AND TERMINOLOGY . . . . . . . . .. . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . 5 1 . 01 Defined Terms . . . . . . . . . . . .. . . . . . . . . . . 4 . . . .. . . : . . . . . . . . . . . .. . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. .. .. . . . . . . . . . . . . . . . . . . . . . .. . . . 5 . . . . . . . . . . . . . .. . . .. 1 . 02 Terminology. . . .. . . . . . . . . .. . . . . . .. . . . . . . . . . . . .. .. . . . . . . .. .. .... . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . .. .. . . 7 ARTICLE 2 - PRELIMINARY MATTERS . . P . . . 6 . . . . . . . . 4 . . .. . " " 6 . . . . . . . . . . . . . . . . . . . . . ... . . ... . ... . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2. 01 Delivery of Bonds . . . . . . . .. . . .. . .. . . . . . . . . . . . . .. . . . . . . . . . . . . .. . .. . . . . . . . .. . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . ... . . . . . . 8 2.02 Copies of Documents. . . . . . . . . . . . . . . . .. . .. . . . . .. . .. . . . . . . . . . ... . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . .. . . . . .. ... . . .. .. . . . . . . . . . . . . . . .. . . . . . . . . 8 2. 03 Commencement of Contract Times; Notice to Proceed. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 8 2.04 Starting the Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . .. . . . . . . . B 2.05 Before Starting Construction . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. .. . . . . .. . . .. . . . . . . .. . . . . .. .. . . . . . . . . .. . . . . . . . . . . . .. . . . . ... . . . . . . .. . . . . . 8 2. 06 Preconstruction Conference . .. . . . .. .. . . .. . . .. . . 6 . . . . . . . 4 . . ... .. ... .. . . . . .9 . . . . . . . . . . . . . . . 4 . . . . . . . .. . . . . 6 . . 2 .07 Initial Acceptance of Schedules . . . . . .. . . . . . . . . . . .. . . .. . . . . . . .. . .. . . . . . . . . .. .. . . . . . . .... . . . . . . .. .. . .. . . . . . . . . . .. . . . .. .. . . . . . . . . . . .. .. . . . 9 r ARTICLE 3 - CONTRACT DOCUMENTS : INTENT, AMENDING , REUSE . . . . .. . . . . . . . . . .. . .. . . . . . . . . .. . . . . . . . . . . .. .. . .. . .. . . .. . . . . . . . . . . 9 3.01 Intent. . . . . . . . . . . . . . . . . .. .. . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. .. . .. . .. . . . .. . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . .. .. . . . . . . . . 9 3.02 Reference Standards . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ... . . . . . . .. . . . . . . . . . . . .. . . . . . .. . . . . : . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . 10 3 .03 Reporting and Resolving Discrepancies. ... . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . .. . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . 10 3.04 Amending and Supplementing Contract Documents . . . . ... ... . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . 10 3.05 Reuse of Documents.. . . .. . . . . . . . . . . . . . . 6 .. .. . . .. . . . . . . 444 . . . .. . . .. . . . .. . . . . . . 10 ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE 11 POINTS .. . . . . . . . . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . .. . . . .. 4.01 Availability of Lands. . .. ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . ... . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . .. . . . . . . . . . . .. . . . . . . . .. . . . . . . 11 4. 02 Subsurface and Physical Conditions . . . . . . . . ... . ... .. ... . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . . . .. . . . . . . .. . . . . . .. . ... . . 11 4.03 Differing Subsurface or Physical Conditions . . .. . . . .. . .. . . . . . . . . . . . . . 11 . . . . . . .. . .. . . . . .. . . . . . . . . . . . . . . . . 4 . . . 4.04 Underground Facilities . . . . . . . . . . . . . . . . 4 . . . .. . . . . . . .. . . . . . . . . . . 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . .. .. . . . . . . . . .. ... . . . . . . 4.05 Reference Points . . . ... . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . ... ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . .. . . . . . . . . .. . . . . . . ... . . . . . . . 13 4.06 Hazardous Environmental Condition at Site . .. . . . . .. .. . .. ... . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . .. . . . . . . ... . . . .. . .. . . . . . . . .. ... . . . . . . 13 i ARTICLE 5 - BONDS AND INSURANCE . . . .. . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . .. . . . . . . .. . .. ... . . . . .. . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . 14 . . . .. . . . . . 5.01 Performance, Payment, and Other Bonds . . . . . . . . . .. .. . . . . . . . ... . .. . . . . . . . . .. . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 14 5. 02 Licensed Sureties and Insurers . . . . . . . . . . . .. . . . . . . . ... . . . .. . . .. .. . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . .. . . . . . 15 5.03 Certificates of Insurance . . . . .. .. . . . .. . 4 . . . . . . .. . . . . . . . . . . . 15 .. . . . . . . . . . . . . . .. .. . . ... .. . . . . . . . . . . . . .. .. . . .. . . . . . .. . .. . . . . . . . . . . . .. .. . . . . . . .. . . 5. 04 CONTRACTOR's Liability Insurance . . . .. . .. . . . . .. . . .. .. . . . .. . . ... .. . .. .... . . . . . . . . .. . . . . .. .. . . . . .. . . . . . .. . . .. . . . . . . . .. . . . . ... . . . . . . 15 5 .05 OWNER's Liability insurance. . . . . . . . . . . . .. ..... . . . . . . . . .. . . . P. . . 6 . . . . . . . .. . . . . . . 4 . . . . .. . . .. . . . . . . . .. . . . . 6 . . . . ... ... . . . 0 . . . .. . . . . . . . 16 5.06 Property Insurance . . . . . . . 4 . .. . . ... 4 . . ... . . . . ... .4 . . P - . d . . . . . . . . .. . . . . . . . . .. . . . 4 . . . . . . .. .. . . .do . . . . . q . . . .. 6 .. . . . . . 0 , 4104 " 64 " . . . 6 0 0 . . . 6d ' * ' . 16 nsurance . . . . . . . . . .. . . .... . . . ... . . . . ... .. . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . .. .. . . .. . . . . . . . . . . .. . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 16 • 5. 07 Waiver of Rights . . . . . . . . . . . . ... . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . .. . . ... . . . . . . . . .. . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . 17 5.08 Receipt and Application of insurance Proceeds.. . . . .. . . . . .. . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . .. . . . . . . . 18 5. 09 Acceptance of Bonds and Insurance; Option to Replace .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . .. . . .. . . . . . . . . . . . . . . . . . 18 ■ 5. 10 Partial Utilization, Acknowledgment of property Insurer . . . . . . . .. . . .. . . . . .. . . . .. . . .. .. . . . . . . . . . . . . . . . . . . . . .. .. .. . . . . . . . . . . 18 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES . . . . . . . . . . . .... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 18 6. 01 Supervision and Superintendencedodo . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 . . . . . . . . . . . . . . . . . . .. . . . . .. . . .. . .. . ... . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . 6. 02 Labor, Working Hours . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . .. . . . . . .. .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 18 6 .03 Services, Materials, and Equipment . . .. . . . . . . . . . . . . . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . .. . . .. . . . . . .. . . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . . . . . 19 19 6.04 Progress Schedule . . . . . .. , . . .. . . . . . . . . . . . .. . . . . . . . . . . . .. .. . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . 6 .05 Substitutes and "Or-Equals".. . . . . . . . . . . . . . . . . . . . . . .. 6 . . . . 0 . . . . . . . . .. .. . . . . . . . . . . . . . 19 . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 6.07 Patent Fees and Royalties . . . . . . .. . . . .. . . . .. .. . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. .. . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. .. . . . . . . . . . . . 21 0209-00700 - General Conditions.doc 00700 - 2 F:lEvginearin8�aniW Pmlens102094N Sa Dndge Ova COO& Diwh\020gaN Sma Mdge over C00a 07-20AWM940•/oa - Gen" CoMiCay.doc 05/01 34 12.01 Change of Contract Price . . . . . ... .. .. . . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . .. . . . . . .. . . . 35 _ 12. 02 Change of Contract Times .. . . . . . .. . . . . .. . . . .. . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . ... . . . . ... . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . 35 12.03 Delays Beyond CONTRACTOR's Control. . . . . . . . . . . .. . . .. ... . . . . . . . . . . . . . . .. . . . . . . . . . . . .. .. . . . . .. . .. . . . . . . . . . .. . . . . ., . . . , . 35 12.04 Delays Within CONTRACTOR'S Control . . . .. . . . . . . . . . . . . . . :. . . . . . ... . .. . . . .. .. . . . . . .. . . . . . . . ... . . . . . . . . . . . . . . 6 .. . . . , 35 12.06 Delay Damages. . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . ... . . . . . . . .. . . . . . 6 . . . . . . . ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION , REMOVAL OR ACCEPTANCE OF 35 . .. .. . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. .. . . . . .. . ... DEFECTIVE WORK , . .. . . . . . . . .35 13.01 Notice of Defects . .. . . . . . . . . . . .. . . . . . . .. . . . .. . .. . : .. . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . .. . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . .. 35 13 . 02 Access to Work . . . . . . . . . ... . ... . .. .. . . .. .. . .. .. . . . .... . . . . . . .. . . . . . . . . . . . . .. . .. . . . . . . . . . .. . . . . ... . . . . .. . . .. . . . . . . . . . . .. . . . . . 13.03 Tests and Inspections . . . . . . . . . . . . . ..:. .. . . . . . . . . . . . . . . . . . . . . . 6 .. . . . . . 4 . . . . . . .. 4 . . . . . . . . 44 . . . . . . . .. . . . . . .. . . . . . . 4 . . 4 . . . 13. 04 Uncovering Wor . . . . . .. . . . . .. . . . .. . . . ... . .. . . . . . . . . . .. .. .. . . . . . .. .. . .. .. . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 36 Work. 13.05 OWNER May Stop the Work . . .. . . .. . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . 4 . . .. .. . .. . . . . .. . . . . . . . . . .. . . . . . . . 4 .1 . . . . . .. .4 . . . . . . . . . 4 . 36 13.06 Correction or Removal of Defective Work . . . . . . . . . . . . . ... . .. .. . . . .. . . . . . . . . . .. . . . . . . .. . . . . . . .. . .. . . . _ . . . . .. . . . . . ... . . . . .. . . . . . . 3737 . . . . . . . . . . . . . . .. . . . .. . . . . .. . .. . . . . ... . . . . . . . . . . . . . . . 13.07 Correction Period .. . . . . . . . . .. . . . ... . . . .. . . . . . . . . . .. . . . . ... .. . . . . . . . . .. . . . . .. .. . . . . 37 13 .08 Acceptance of Defective Work. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . ... . . . . .. . . ... . 4. 4 . . . . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . 37 13.09 OWNER May Correct Defective Work . . . . . . . . . ... . . . . . . .. . . . . . . . .. . . . . . .. . .. . . . . . . . . . � . . . . . . . . . . . . . . .. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION . . . . . . . ... . . . . . . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3838 14.01 Schedule of Values . . .. .. .. .. . ... . . . . . . . . . . ... . I . . . . . . .. ... . . . . . .. .. . . . .. . . . 4 . .. . . . . . 4 . . . 01 . . . . . . . . . . . . . . 14.02 Progress Payments . .. . . . . . . . . . . . . . .. .. . . . . . . . . . . .. . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . .. . . . . . . . . . . ... . . . . . . . . . . . . . . . .. .. . . . . . 38 . . 14. 03 CONTRACTOR's Warranty of Title . . ... . . . . . . . ... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ... . . . . .. . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . .. . . .40 . . . .. . . . . . . . . . . . . . . . . . .. ... . . . ... . . . . . . .. . . . . . . . 40 14. 04 Substantial Completion . .. . . . . . . . .. . . . .. . . . . .. .. . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . .. . . . . .. . . .. . . . . . . . . ... . . . . .. . . . . ... . . . . . . . . . . .. . . . . . . . . .. . . ... . . .. . . . . .. .. . . . . . . . . . . . . . .40 i 14.05 Partial Utilization . .. .... . . . . .. . . . . .. . . . .. . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . 41 14. 06 Final inspection . .... . . . . . . . . . .. . . .. . . .. .. . . . . . . . . . . . .. . . . . . . . .. . . . . . . .. . . .. ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . 41 14.07 Final Payment . . . . . . . . . . . . .. .. . . . .. . .. .. .. . . . .. . . . . . . . . . . . . .. . . .. . . . . .. . . . . . . .. . . . . .. . . .. . .. .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . .. .. 14. 09Waiverof CJalms . . . . . . . . . ... . . . . . . . .... .. .. . ... . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . .. . .. . . . . . ... . .. . . . . . . .. . . . . . . . . .. . . .42 � . .. . .. . . .. ... . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . ..42 ARTICLE 15 - SUSPENSION OF WORKAND TERMINATION . . .. . . . . .. . . .. . . . . . . . . . . . . . . . . 42 15.01 OWNER May Suspend Work . ... . .. .. ..... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . 4 . . . ... . . . . . 4 . . . . . . . . . . 42 .d 15.02 OWNER May Terminate for Cause .. . . . . . . . . . . P. . . . . . . . . . .. . . 6 . . . . 4 . . . . . .. . . .. . .. . . 15. 03 OWNER May Terminate For Convenience .. . . .. .. . . .. . . .. . . . . . . . ... . . . .. . . . ....4 . . . . . .. . . 4 . . .. . . . ... . .. . . . . .4 .. . .4 . . . . . . 4 . . . 4 15.04 CONTRACTOR May Stop Work Or Terminate. . . . .. .. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . .. ... .. . . . . . . . . . . . .. .. . . . . .43 ARTICLE 16 - DISPUTE RESOLUTION . . . . . .. . . . .. . . .. . . .. . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . ... .. . . . . . .. . . . . . . . . . . . . . . 43 . . . .. .. . . . . . . . . . . . . . . . . . . : . .. . .. . .. . . . .. . . . . . . .43 16. 01 Methods and Procedures . . .. . . .. . . . . . . . . . . . . . ... . . . . .. . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . .. . . . 6 .. . .. .... . . r ARTICLE 17 - MISCELLANEOUS . . . . .. . ... . . . . . . . ... .. . .. ... ... . ... . . . . .. . . . . . . . . . . . .. . . . .. . . .. . . . . . . .. . . . ... . . . . . . . . . . . . . . .. . . . . . . .. . .. . . .. . . . . .. .. . . . . . . . . . .44 17.01 Giving Notice . .. . . . .. . . .. .. . . . . ... . . . . . . . .. .. ... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . - . . . . . . .. . . . . . . . .. .. . . .. .. . . . . . . . . . . . . .. . . . . . 44 . . . . .. 17. 02 Computation of Times . . . . . . ... .. . . . . . . .. . . .. . . . . .. . . . . .. . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .44 � 17.03 Cumulative Remedies . . . . .. . . .. . .. .. . .. .. . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ... . . . . . . . 4 . . . .. . . 6 . 1 . . . . . .. . . . .. . .. . . . . .44 44 17.04 Survival of Obligations . . . . . . . . . . . . .. .. . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . .. . . . . .. . . . . . . . .. .. .. . .. . . . . . . . . .. . .. . . . . . . . . . . . . . .. .. . . . . . 17.05 Controlling Law. . . .. . . . . . . . . . . . ... .. . . .. . .. .. . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . 4444 . . . . . . .. . . . . . . . . . . . . .44 • 0209-00700 - General COnditiOns.dOc 00700 - 4 FAEnmeming\CepiW P'ojectsW209-1ni Sma Bridge OM Cmoh Dim =094th Sri Bridge Om Cooch 07-20A 09-00700 - Gmaal CoMi4ors.dcdtev. 05/01 - GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS AND TERMINOLOGY 10 . Claim—A demand or assertion by OWNER or CONTRACTOR seeking an adjustment of Contract Price or Contract Times, or both , or other 1 . 01 Defined Terms relief with respect to the terms of the Contract. A demand for money or services by a third party is not a A. Wherever used in the Contract Documents Claim . and printed with initial or all capital letters, the terms listed below will have the meanings indicated which 11 . Contract—The entire and integrated are applicable to both the singular and plural thereof. written agreement between the OWNER and CONTRACTOR concerning the Work. The Contract 1 . Addenda—Written or graphic instruments supersedes prior negotiations, representations , or issued prior to the opening of Bids which clarify, agreements, whether written or oral. correct, or change the Bidding Requirements or the Contract Documents. 12. Contract Documents-The Contract Documents establish the rights and obligations of the 2 . Agreement—The written instrument which parties and include the Agreement, Addenda (which Aw is evidence of the agreement between OWNER and pertain to the Contract Documents) , CONTRACTOR's CONTRACTOR covering the Work. Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the 3. Application for Payment—The form Notice of Award) when attached as an exhibit to the r acceptable to ENGINEER which is to be used by Agreement, the Notice to Proceed , the Bonds, these CONTRACTOR during the course of the Work in General Conditions, the Supplementary Conditions , requesting progress or final payments and which is to the Specifications and the Drawings as the same are be accompanied by such supporting documentation more specifically identified in the Agreement, together as is required by the Contract Documents. with all Written Amendments, Change Orders , Work Change Directives, Field Orders, and ENGINEER's 4. Asbestos—Any material that contains written interpretations and clarifications issued on or more than one percent asbestos and is friable or is after the Effective Date of the Agreement Approved releasing asbestos fibers into the air above current Shop Drawings and the reports and drawings of action levels established by the United States Occupa- subsurface and physical conditions are not Contract AW tional Safety and Health Administration. Documents. Only printed or hard copies of the items listed in this paragraph are Contract Documents. Flies 5. Bid--The offer or proposal of a bidder in electronic media format of text, data, graphics, and submitted on the prescribed form setting forth the the like that may be furnished by OWNER to prices for the Work to be performed . CONTRACTOR are not Contract Documents. 6. Bidding Documents—The Bidding 13 . Contract Price—The moneys payable by Requirements and the proposed Contract Documents OWNER to CONTRACTOR for completion of the (including all Addenda issued prior to receipt of Bids) . Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of 7. Bidding Requirements—The paragraph 11 . 03 in the case of Unit Price Work). Advertisement or Invitation to Bid, Instructions to Bidders, Bid security form , if any, and the Bid form 14. Contract Times--The number of days or with any supplements . the dates stated in the Agreement to: (i) achieve r Substantial Completion; and (ii) complete the Work so 8. Bonds—Performance and payment bonds that it is ready for final payment as evidenced by and other instruments of security. ENGINEER's written recommendation of final pay- ment. 9 . Change Order--A document recommend- ed by ENGINEER which is signed by CONTRACTOR 15. CONTRACTOR—The individual or entity and OWNER and authorizes an addition, deletion, or with whom OWNER has entered into the Agreement. revision in the Work or an adjustment in the Contract Price or the Contract Times , issued on or after the 16 . Cost of the Work—See paragraph 11 . 01 A Effective Date of the Agreement. for definition . ■ 0209-00700 - General Candiflons.doc 00700 - 5 FAS*neming\Capital Proje =05Ath SY tBridge Over Conch Dk Ma2W4- gtreet Bridge Over Conch U7-2M6\a20MD?W - Geoenl Canditiam.docRev. obnl • 6. 08 Pennits . . . . . . . . . . .. . . .. . . . .. . . . . . .. . . . . .. . . .. . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . .. . . . .. .. . . . . . . . . . . .. . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . .. ... . . . . . . . . . .. .. .22 6. 09 Laws and Regulations . . . . . . . . . . . .. .. . . . . . .. . . . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . .. .. . .. .. . . . . . . .. . .. . . .22 6. 10 Taxes.. . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. .. . . . . . . . . . . . .. . . . . . . .. .. .. .. . .. . .. . . . . . . . .. . . . . . . . . . . . . . ... . . . . . . . . .. . . . . . . . . . ... . . . . . . . . .22 6. 11 Use of Site and Other Areas . . . . . .. .. ... . . . . .. . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . 22 r6. 13 Safety and Protection . . . . . . . . . . . . ... . . . . . . . .. . . . . . .. . . . . . . .. . . . . . . . .. . . . .. . . . . . . . . .. . . . . . . . . . .. .. . . . . .. . . . . . . . . . . . . . . .. . . . . .. . . . . .. . . .. . . . . . . 23 6. 14 Safety Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . ... . . .. .23 6. 15 Hazard Communication Programs. . . . . . . . . .. .. . . . . . . . . . .. . . .. . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . . . . . . . . . .23 • 6 . 16 Emergencies . . . . . . . ... .. . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . .. . . . . . . . . .. . . . . . 24 6. 17 Shop Drawings and Samples. . . . . .. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . .. . . . . . . . . . . . . . . 24 6. 18 Continuing the Work... . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . ... . . . . . . . . . . . . . .. . ... . .25 s 6. 19 CONTRACTOR' s General Warranty and Guarantee . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . .. . . .. . . 25 6.20 Indemnification ... . . . . . . . . .. .. . ... . . . . . . . . .. . . . . . . . . . .. . .. . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . .. . . . . . . . .. . . .. . .. . .. 25 ARTICLE7 - OTHER WORK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. .. . . . . .. . . . .. . . . . . .. .. . . . . . .. . . . . ... ... . . . . . . . . ..25 AMP7.01 Related Work at Site . . .. . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . ... .. . .. . . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... ... . .. . . . . .. .26 7. 02 Coordination .. . . . . . . . . . .. . . . . . . . .. . . . .... . ... . . . . . . . .. .. . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . .. . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . ... . . . . .. . . . . . . . . . . . . . .27 e. ARTICLE 8 - OWNER'S RESPONSIBILITIES . . . .. . . . . . .. . . ... .. . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . ... . .. . . . . .. . . . . . . . . ... . . . . . . .. . . . . . . 27 8. 01 Communications to Contractor . . . . . . . .. .. .. . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . .. .. . . . . . . . . .. . . . . .. . . . . . ... .. . .. . ... . . . . ... . . .. . ... . . 27 8. 02 Replacement of ENGINEER . . . ... . . . . . . . . . ... . . . . . . . . . . . . . . . . . . .. . . . .. . . .. . . . . . .. ... . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. .. 27 s8.03 Furnish Data . . . . . . . . . . .. . . . . . . . . . . . . ... .. .. .. . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . 27 8. 04 Pay Promptly When Due. . . . . ... .. . .. . . . .. . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . .. .. . . . . . . . . . . .. . . . . . . . . . . . . .. .. . . . .. . .. . ... . . . . . . 27 8. 05 Lands and Easements, Reports and Tests .. . .. . .. . . . . . . . . . . .... . .. . . . . . . . . . . . ... . . . ... . . . .. . . . . . . . . . . . . . . . . . ... .. .. . . . . .. . . . . .. 27 8. 06Insurance . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . .. . . . . . . . . . . .. ... . . ... . . .. ... . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . .. . . . . . . .. .. ... .. . ..... . . .. . . . . . .. 27 ' 8. 07 Change Orders . . . . . . .... . .. . . . .. . ... . . . . .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . .. . . .. . . . . . .. . . . . . . . . .. . .. . . . . .. . . . . . . . . . . . . . . . . .. . . . .. . . . ... . . . . .. . . . . . . .27 8.08 Inspections, Tests, and Approvals . . . .. . . . . .. .. . . . . . .. . . . .. ... . . . .. . . . ... . ... . . . . . . . . . . . . .. . ... . . . .. . . . . .. .. . . . . . .. .. . . . . .. . . .. . .. . . . . 27 8. 09 Limitations on OWNER's Responsibilities . . . . .. . . . . . . .. .. . . ... .. . ... . . . . . . . . .. . . .. . . . .. . . . . . .. . . . . .. . ... . . . .. . .. . . .. . . .. .. . .. .. . .27 • 8. 10 Undisclosed Hazardous Environmental Condition . .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . 28 . . .. . . . .. . . . . . . . . . . ... . . . 8. 11 Evidence of Financial Arrangements . . .. . . . .. . . . .. . . .. . . . .. .. . . .. . . . . . .. .. . . . ... . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . 28 • ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION . . . . . . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . .. . . ... . . .. . .28 9. 01 OWNER'S Representative . . . .. . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . 28 9. 02 Visits to Site . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 28 • 9. 03 Project Representative . . . . . . . .. .. .. . . . . . .. . . . .. . . . . . . . . .. ... . . . . . . .. . . . . . . . . . .. .. . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . ... ... . . . . . . . . . . . .28 9. 04 Clamscations and interpretations . . .. . . . . . . . . . . . ... . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . .. . ... . . . . . .. . . .... . . . .. . . . . . . 28 9. 05 Authorized Variations in Work. . .. . . . .. . . . . . .. . .. . .... . . . . . . .. . . . . . . .. . . . ... . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . ... . .. . . . . .. . . . . .. . 28 9. 06 Rejecting Defective Work. . . ... . . . ... . . .. . . . . .. . . . . . . .. . . . .. . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 29 • 9 . 07 Shop Drawings, Change Orders and Payments . . . .. . . . . .. . . . . . . . .. . . .... . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . .. .. . 29 9. 09 Decisions on Requirements of Contract Documents and Acceptability of Wort. . . . . . . . . . . . . . . .. . . . .. . . . . . . . 29 9. 10 Limitations on ENGINEER's Authority and Responsibilities. . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . .. . .. . . . . . . . . . 29 i ARTICLE 10 - CHANGES IN THE WORK; CLAIMS. .. . . . . .. . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . .. . .. . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . 30 10.01 Authorized Changes in the Work , .. .. . . .. . .. . 0 . . . . . . . . . 0 . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. ... ... . . . . . . . . . . . . 30 .. 10 . 02 Unauthorized Changes in the Work. . . .. .. . . . . . . . . . .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . .. . . . .. . . . . . . . . .. . . . . . . . 30 10. 03 Execution of Change Orders .. . . . . .. . . . . .. .. . . . . . . .. . . . . . . . . . . . . . . ... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . .. . . . . . . . . . ... .. .. . . . 30 10. 04 Notification, to Surety . . .. . . . . .. . ... .. . . .... . . .. . .. . . . . . . . . . . . . . .. . . . . . . .30 . . . . . .. . . . . . . . . . . . . . . . . .. . .. . ... . . . . . .. . .. . . . . . .. . . . .. . . . . . . . . .. • 10.05 Claims and Disputes . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . :. . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . 31 ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . .. . . . . . 31 11 . 01 Cost of the Work . . . . . .. . . . .. . .. . . . . .. .. . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 31 .' 11 .02 Cash Allowances.. . . .. . . . . . . . .. . . . . . . . . . . . . . . . .. . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . .. . . . . . 33 11 . 03 Unit Price Work . . . .. . . . . . . . .. . . . .. . . . . . . . . .. . . . . . .. ... . . . . . . . . .. . . . . . . . .. . . . . .. . . . . . . . .. .. . . . . .. .. . . . .. . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . .. . . . . . 33 • ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES . . . . . . . . . . .. . . . . . . .. . .. . . .. . . . . . . . . .. . . . . .. . . 34 0209-00700 - General Condidow.doc 00700 - 3 F:�&gircering\CepiW ProjecuW209-0th Street bridge Over Conch Ditch\02094th Street bridge Over Coocb 07-20-06\0209-00700 - Generd Condidom.docbev. 05/01 34 12.01 Change of Contract Price . . . . . ... .. .. . . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . .. . . . . . .. . . . 35 _ 12. 02 Change of Contract Times .. . . . . . .. . . . . .. . . . .. . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . ... . . . . ... . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . 35 12.03 Delays Beyond CONTRACTOR's Control. . . . . . . . . . . .. . . .. ... . . . . . . . . . . . . . . .. . . . . . . . . . . . .. .. . . . . .. . .. . . . . . . . . . .. . . . . ., . . . , . 35 12.04 Delays Within CONTRACTOR'S Control . . . .. . . . . . . . . . . . . . . :. . . . . . ... . .. . . . .. .. . . . . . .. . . . . . . . ... . . . . . . . . . . . . . . 6 .. . . . , 35 12.06 Delay Damages. . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . ... . . . . . . . .. . . . . . 6 . . . . . . . ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION , REMOVAL OR ACCEPTANCE OF 35 . .. .. . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. .. . . . . .. . ... DEFECTIVE WORK , . .. . . . . . . . .35 13.01 Notice of Defects . .. . . . . . . . . . . .. . . . . . . .. . . . .. . .. . : .. . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . .. . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . .. 35 13 . 02 Access to Work . . . . . . . . . ... . ... . .. .. . . .. .. . .. .. . . . .... . . . . . . .. . . . . . . . . . . . . .. . .. . . . . . . . . . .. . . . . ... . . . . .. . . .. . . . . . . . . . . .. . . . . . 13.03 Tests and Inspections . . . . . . . . . . . . . ..:. .. . . . . . . . . . . . . . . . . . . . . . 6 .. . . . . . 4 . . . . . . .. 4 . . . . . . . . 44 . . . . . . . .. . . . . . .. . . . . . . 4 . . 4 . . . 13. 04 Uncovering Wor . . . . . .. . . . . .. . . . .. . . . ... . .. . . . . . . . . . .. .. .. . . . . . .. .. . .. .. . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 36 Work. 13.05 OWNER May Stop the Work . . .. . . .. . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . ... . . . 4 . . .. .. . .. . . . . .. . . . . . . . . . .. . . . . . . . 4 .1 . . . . . .. .4 . . . . . . . . . 4 . 36 13.06 Correction or Removal of Defective Work . . . . . . . . . . . . . ... . .. .. . . . .. . . . . . . . . . .. . . . . . . .. . . . . . . .. . .. . . . _ . . . . .. . . . . . ... . . . . .. . . . . . . 3737 . . . . . . . . . . . . . . .. . . . .. . . . . .. . .. . . . . ... . . . . . . . . . . . . . . . 13.07 Correction Period .. . . . . . . . . .. . . . ... . . . .. . . . . . . . . . .. . . . . ... .. . . . . . . . . .. . . . . .. .. . . . . 37 13 .08 Acceptance of Defective Work. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . ... . . . . .. . . ... . 4. 4 . . . . . .. . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . 37 13.09 OWNER May Correct Defective Work . . . . . . . . . ... . . . . . . .. . . . . . . . .. . . . . . .. . .. . . . . . . . . . � . . . . . . . . . . . . . . .. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION . . . . . . . ... . . . . . . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3838 14.01 Schedule of Values . . .. .. .. .. . ... . . . . . . . . . . ... . I . . . . . . .. ... . . . . . .. .. . . . .. . . . 4 . .. . . . . . 4 . . . 01 . . . . . . . . . . . . . . 14.02 Progress Payments . .. . . . . . . . . . . . . . .. .. . . . . . . . . . . .. . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . .. . . . . . . . . . . ... . . . . . . . . . . . . . . . .. .. . . . . . 38 . . 14. 03 CONTRACTOR's Warranty of Title . . ... . . . . . . . ... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ... . . . . .. . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . .. . . .40 . . . .. . . . . . . . . . . . . . . . . . .. ... . . . ... . . . . . . .. . . . . . . . 40 14. 04 Substantial Completion . .. . . . . . . . .. . . . .. . . . . .. .. . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . .. . . . . .. . . .. . . . . . . . . ... . . . . .. . . . . ... . . . . . . . . . . .. . . . . . . . . .. . . ... . . .. . . . . .. .. . . . . . . . . . . . . . .40 i 14.05 Partial Utilization . .. .... . . . . .. . . . . .. . . . .. . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . 41 14. 06 Final inspection . .... . . . . . . . . . .. . . .. . . .. .. . . . . . . . . . . . .. . . . . . . . .. . . . . . . .. . . .. ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . 41 14.07 Final Payment . . . . . . . . . . . . .. .. . . . .. . .. .. .. . . . .. . . . . . . . . . . . . .. . . .. . . . . .. . . . . . . .. . . . . .. . . .. . .. .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . .. .. 14. 09Waiverof CJalms . . . . . . . . . ... . . . . . . . .... .. .. . ... . . . . . ... . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . .. . .. . . . . . ... . .. . . . . . . .. . . . . . . . . .. . . .42 � . .. . .. . . .. ... . . . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . . ..42 ARTICLE 15 - SUSPENSION OF WORKAND TERMINATION . . .. . . . . .. . . .. . . . . . . . . . . . . . . . . 42 15.01 OWNER May Suspend Work . ... . .. .. ..... . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . 4 . . . ... . . . . . 4 . . . . . . . . . . 42 .d 15.02 OWNER May Terminate for Cause .. . . . . . . . . . . P. . . . . . . . . . .. . . 6 . . . . 4 . . . . . .. . . .. . .. . . 15. 03 OWNER May Terminate For Convenience .. . . .. .. . . .. . . .. . . . . . . . ... . . . .. . . . ....4 . . . . . .. . . 4 . . .. . . . ... . .. . . . . .4 .. . .4 . . . . . . 4 . . . 4 15.04 CONTRACTOR May Stop Work Or Terminate. . . . .. .. . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . .. ... .. . . . . . . . . . . . .. .. . . . . .43 ARTICLE 16 - DISPUTE RESOLUTION . . . . . .. . . . .. . . .. . . .. . . . . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . ... .. . . . . . .. . . . . . . . . . . . . . . 43 . . . .. .. . . . . . . . . . . . . . . . . . . : . .. . .. . .. . . . .. . . . . . . .43 16. 01 Methods and Procedures . . .. . . .. . . . . . . . . . . . . . ... . . . . .. . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . .. . . . 6 .. . .. .... . . r ARTICLE 17 - MISCELLANEOUS . . . . .. . ... . . . . . . . ... .. . .. ... ... . ... . . . . .. . . . . . . . . . . . .. . . . .. . . .. . . . . . . .. . . . ... . . . . . . . . . . . . . . .. . . . . . . .. . .. . . .. . . . . .. .. . . . . . . . . . .44 17.01 Giving Notice . .. . . . .. . . .. .. . . . . ... . . . . . . . .. .. ... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . - . . . . . . .. . . . . . . . .. .. . . .. .. . . . . . . . . . . . . .. . . . . . 44 . . . . .. 17. 02 Computation of Times . . . . . . ... .. . . . . . . .. . . .. . . . . .. . . . . .. . . .. .. . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .44 � 17.03 Cumulative Remedies . . . . .. . . .. . .. .. . .. .. . .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ... . . . . . . . 4 . . . .. . . 6 . 1 . . . . . .. . . . .. . .. . . . . .44 44 17.04 Survival of Obligations . . . . . . . . . . . . .. .. . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . .. . . . . .. . . . . . . . .. .. .. . .. . . . . . . . . .. . .. . . . . . . . . . . . . . .. .. . . . . . 17.05 Controlling Law. . . .. . . . . . . . . . . . ... .. . . .. . .. .. . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . 4444 . . . . . . .. . . . . . . . . . . . . .44 • 0209-00700 - General COnditiOns.dOc 00700 - 4 FAEnmeming\CepiW P'ojectsW209-1ni Sma Bridge OM Cmoh Dim =094th Sri Bridge Om Cooch 07-20A 09-00700 - Gmaal CoMi4ors.dcdtev. 05/01 - i 17 . Drawings—That part of the Contract completion date or time prior to Substantial Comple- _ Documents prepared or approved by ENGINEER tion of all the Work, which graphically shows the scope, extent, and 28. Notice of Award—The written notice by character of the Work to be performed by _ CONTRACTOR. Shop Drawings and other OWNER on Rol the compliancerent by the successful bidderapparent tatting that CONTRACTOR submittals are not Drawings as so sful bidder with the onditions precedent listed therein , defined. OWNER will sign and deliver the Agreement. _ 18 . Effective Date o; the Agreement The 29. Notice to Proceed—A written notice given date indicated in the Agreement on which it becomes effective, but if no such date is indicated , it means the which OWNER Contract CONTRACTOR fixing the date on i ll commence to run and date on which the Agreement is signed and delivered on which CONTRACTOR shall art to perform the by the last of the two parties to sign and deliver. Work under the Contract Documents. 19. ENGINEER—The individual or entity named as such in the Agreement. OWNER—The individual, entity public body, or authority with whom CONTRACTOR has o, entered into the Agreement and for whom the Work is entity having a contract with ENGIN - o fumish to be performed . i services as ENGINEER's ' ndent professional 31 . Partial Utilization—Use by OWNER of a associate or cons th respect to the Project and who i ied as such in the Supplementary posetfor whichnitisYintendeded part f(otr aVrelated rpurpose) i prior to Substantial Completion of all the Work. 21 . Field Order—A written order issued by 32. PCBs—Polychlorinated biphenyls. ENGINEER which requires minor changes in the Work but which does not involve a change in the 33. Petroleum—Petroleum , including crude oil Contract Price or the Contract Times. or any fraction thereof which is liquid at standard 22. General Requirements—Sections of conditions of temperature and pressure (60 degrees i Division 1 of the Specifications . The General Fahrenheit and 14.7 pounds per square inch sludge, oil Requirements pertain to all sections of the Specifics- aefuslet gasoline, sker seneI such oil, !eumand oie, fulmixedoil , l with other tions . non-Hazardous Waste and crude oils . i 23. Hazardous Environmental Condition—The 34. Project—The total construction of which presence at the Site of Asbestos, PCBs, Petroleum , Hazardous Waste, or Radioactive Material in such the Work to be performed under the Contract i quantities or circumstances that may prexposed a Documents elsewheremay bein the Contract Document the whole, or a part as may be substantial danger to persons or property thereto in connection with the Work. 35 . Project Manual—The bound documentary 24. Hazardous Waste—The term Hazardous information prepared for bidding and constructing the Waste shall have the meaning provided in Section Work. A listing of the content of the Project Manual, 1004 of the Solid Waste Disposal Act (42 USC contained nthetables)ich may be bound lotcoe or more volumes, is Section 6903) as amended from time to time. 25. Laws and Regulations; Laws or Regulat- 36. Radioactive Material—Source, special ions—Any and ail applicable laws , rules, regulations, nuclear, or byproduct material as defined by the ordinances, codes, and orders of any and all govem- Atomic Energy Act of 1954 (42 USC Section 2011 et mental bodies, agencies, authorities, and courts seq.) as amended from time to time. ■ having jurisdiction. 37. Resident Project Representative—The 26. Gens—Charges, security interest , or authorized representative of ENGINEER who may be encumbrances upon Project funds, real property, or assigned to the Site or any part thereof. personal property. 38. Samples—Physical examples of 27. Milestone—A principal event specified in materials, equipment, or workmanship that are the Contract Documents relating to an intermediate representative of some portion0209-00700 the o 0 oo`Nork ac as which • Page 6 of 44 F:1EngrneeringXUPUI Projectet0209-0 Street Bridge Over Conch OItcM102094th Street Bridge Over Cooeh 07-20-06 0209-00700 - General Coeditlo dx 4 establish the standards by which such portion of the Work will be judged. 47. Unit Price Work—Work to be paid for on the basis of unit prices. 39 . Shop Drawings—All drawings, diagrams, ., illustrations , schedules , and other data or information 48. Work—The entire completed construction which are specifically prepared or assembled by or for or the various separately identifiable parts thereof re- CONTRACTOR and submitted by CONTRACTOR to quired to be provided under the Contract Documents. illustrate some portion of the Work. Work includes and is the result of performing or ' providing all labor, services, and documentation, 40. Site—Lands or areas indicated in the necessary to produce such construction , and Contract Documents as being furnished by OWNER furnishing , installing, and incorporating all materials r, upon which the Work is to be performed, including and equipment into such construction , all as required rights-of-way and easements for access thereto, and by the Contract Documents . such other lands furnished by OWNER which are AM designated for the use of CONTRACTOR. 49 . Work Change Directive—A written statement to CONTRACTOR issued on or after the 41 . Specifications--That part of the Contract Effective Date of the Agreement and signed by Documents consisting of written technical descriptions OWNER and recommended by ENGINEER ordering M, of materials, equipment, systems, standards, and an addition , deletion, or revision in the Work, or workmanship as applied to the Work and certain responding to differing or unforeseen subsurface or administrative details applicable thereto. physical conditions under which the Work is to be performed or to emergencies. A Work Change " 42. Subcontractor—An individual or entity Directive will not change the Contract Price or the having a direct contract with CONTRACTOR or with Contract Times but is evidence that the parties expect any other Subcontractor for the performance of a part that the change ordered or documented by a Work „M of the Work at the Site. Change Directive will be incorporated in a subse- quently issued Change Order following negotiations by 43. Substantial Completion—The time at the parties as to its effect, if any, on the Contract Price which the Work (or a specified part thereof) has or Contract Times. progressed to the point where, in the opinion of ENGINEER, the Work (or a specified part thereof) is 50. Written Amendment—A written statement sufficiently complete, in accordance with the Contract modifying the Contract Documents, signed by Documents, so that the Work (or a specified part OWNER and CONTRACTOR on or after the Effective thereof) can be utilized for the purposes for which it is Date of the Agreement and normally dealing with the intended . The terms "substantially complete" and nonengineering or nontechnical rather than strictly "substantially completed" as applied to all or part of the construction-related aspects of the Contract Docu- Work refer to Substantial Completion thereof. ments. 44. Supplementary Conditions—That part of 1 . 02 Terminology the Contract Documents which amends or supplements these General Conditions. A. Intent of Certain Terms or Adjectives 45. Supplier—A manufacturer, fabricator, 1 . Whenever in the Contract Documents the supplier, distributor, materialman, or vendor having a terms "as allowed, " "as approved, " or terms of like direct contract with CONTRACTOR or with any effect or import are used, or the adjectives Subcontractor to furnish materials or equipment to be 'reasonable," "suitable,° "acceptable, " "proper, " incorporated in the Work by CONTRACTOR or any "satisfactory," or adjectives of like effect or import Subcontractor. are used to describe an action or determination of ENGINEER as to the Work, it is intended that such 46. Underground Facilities--All underground action or determination will be solely to evaluate, in pipelines, conduits, ducts, cables, wires, manholes, general, the completed Work for compliance with vaults, tanks, tunnels, or other such facilities or the requirements of and information in the Contract attachments, and any encasements containing such Documents and conformance with the design facilities, including those that convey electricity, gases, concept of the completed Project as a functioning steam , liquid petroleum products, telephone or other whole as shown or indicated in the Contract communications, cable television , water, wastewater, Documents (unless there is a specific statement storm water, other liquids or chemicals, or traffic or indicating otherwise). The use of any such term or other control systems. adjective shall not be effective to assign to ENGI- 0209-00700 - General Condificns.doc Page 7 of 44 F:IEnBireennglCepital Prajecls=094th Street Brldge Over Cocoh Ditch= th Street Bridge Over Conch 07-20-OM209-00700 - General Conditions.doc GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS AND TERMINOLOGY 10 . Claim—A demand or assertion by OWNER or CONTRACTOR seeking an adjustment of Contract Price or Contract Times, or both , or other 1 . 01 Defined Terms relief with respect to the terms of the Contract. A demand for money or services by a third party is not a A. Wherever used in the Contract Documents Claim . and printed with initial or all capital letters, the terms listed below will have the meanings indicated which 11 . Contract—The entire and integrated are applicable to both the singular and plural thereof. written agreement between the OWNER and CONTRACTOR concerning the Work. The Contract 1 . Addenda—Written or graphic instruments supersedes prior negotiations, representations , or issued prior to the opening of Bids which clarify, agreements, whether written or oral. correct, or change the Bidding Requirements or the Contract Documents. 12. Contract Documents-The Contract Documents establish the rights and obligations of the 2 . Agreement—The written instrument which parties and include the Agreement, Addenda (which Aw is evidence of the agreement between OWNER and pertain to the Contract Documents) , CONTRACTOR's CONTRACTOR covering the Work. Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the 3. Application for Payment—The form Notice of Award) when attached as an exhibit to the r acceptable to ENGINEER which is to be used by Agreement, the Notice to Proceed , the Bonds, these CONTRACTOR during the course of the Work in General Conditions, the Supplementary Conditions , requesting progress or final payments and which is to the Specifications and the Drawings as the same are be accompanied by such supporting documentation more specifically identified in the Agreement, together as is required by the Contract Documents. with all Written Amendments, Change Orders , Work Change Directives, Field Orders, and ENGINEER's 4. Asbestos—Any material that contains written interpretations and clarifications issued on or more than one percent asbestos and is friable or is after the Effective Date of the Agreement Approved releasing asbestos fibers into the air above current Shop Drawings and the reports and drawings of action levels established by the United States Occupa- subsurface and physical conditions are not Contract AW tional Safety and Health Administration. Documents. Only printed or hard copies of the items listed in this paragraph are Contract Documents. Flies 5. Bid--The offer or proposal of a bidder in electronic media format of text, data, graphics, and submitted on the prescribed form setting forth the the like that may be furnished by OWNER to prices for the Work to be performed . CONTRACTOR are not Contract Documents. 6. Bidding Documents—The Bidding 13 . Contract Price—The moneys payable by Requirements and the proposed Contract Documents OWNER to CONTRACTOR for completion of the (including all Addenda issued prior to receipt of Bids) . Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of 7. Bidding Requirements—The paragraph 11 . 03 in the case of Unit Price Work). Advertisement or Invitation to Bid, Instructions to Bidders, Bid security form , if any, and the Bid form 14. Contract Times--The number of days or with any supplements . the dates stated in the Agreement to: (i) achieve r Substantial Completion; and (ii) complete the Work so 8. Bonds—Performance and payment bonds that it is ready for final payment as evidenced by and other instruments of security. ENGINEER's written recommendation of final pay- ment. 9 . Change Order--A document recommend- ed by ENGINEER which is signed by CONTRACTOR 15. CONTRACTOR—The individual or entity and OWNER and authorizes an addition, deletion, or with whom OWNER has entered into the Agreement. revision in the Work or an adjustment in the Contract Price or the Contract Times , issued on or after the 16 . Cost of the Work—See paragraph 11 . 01 A Effective Date of the Agreement. for definition . ■ 0209-00700 - General Candiflons.doc 00700 - 5 FAS*neming\Capital Proje =05Ath SY tBridge Over Conch Dk Ma2W4- gtreet Bridge Over Conch U7-2M6\a20MD?W - Geoenl Canditiam.docRev. obnl i 17 . Drawings—That part of the Contract completion date or time prior to Substantial Comple- _ Documents prepared or approved by ENGINEER tion of all the Work, which graphically shows the scope, extent, and 28. Notice of Award—The written notice by character of the Work to be performed by _ CONTRACTOR. Shop Drawings and other OWNER on Rol the compliancerent by the successful bidderapparent tatting that CONTRACTOR submittals are not Drawings as so sful bidder with the onditions precedent listed therein , defined. OWNER will sign and deliver the Agreement. _ 18 . Effective Date o; the Agreement The 29. Notice to Proceed—A written notice given date indicated in the Agreement on which it becomes effective, but if no such date is indicated , it means the which OWNER Contract CONTRACTOR fixing the date on i ll commence to run and date on which the Agreement is signed and delivered on which CONTRACTOR shall art to perform the by the last of the two parties to sign and deliver. Work under the Contract Documents. 19. ENGINEER—The individual or entity named as such in the Agreement. OWNER—The individual, entity public body, or authority with whom CONTRACTOR has o, entered into the Agreement and for whom the Work is entity having a contract with ENGIN - o fumish to be performed . i services as ENGINEER's ' ndent professional 31 . Partial Utilization—Use by OWNER of a associate or cons th respect to the Project and who i ied as such in the Supplementary posetfor whichnitisYintendeded part f(otr aVrelated rpurpose) i prior to Substantial Completion of all the Work. 21 . Field Order—A written order issued by 32. PCBs—Polychlorinated biphenyls. ENGINEER which requires minor changes in the Work but which does not involve a change in the 33. Petroleum—Petroleum , including crude oil Contract Price or the Contract Times. or any fraction thereof which is liquid at standard 22. General Requirements—Sections of conditions of temperature and pressure (60 degrees i Division 1 of the Specifications . The General Fahrenheit and 14.7 pounds per square inch sludge, oil Requirements pertain to all sections of the Specifics- aefuslet gasoline, sker seneI such oil, !eumand oie, fulmixedoil , l with other tions . non-Hazardous Waste and crude oils . i 23. Hazardous Environmental Condition—The 34. Project—The total construction of which presence at the Site of Asbestos, PCBs, Petroleum , Hazardous Waste, or Radioactive Material in such the Work to be performed under the Contract i quantities or circumstances that may prexposed a Documents elsewheremay bein the Contract Document the whole, or a part as may be substantial danger to persons or property thereto in connection with the Work. 35 . Project Manual—The bound documentary 24. Hazardous Waste—The term Hazardous information prepared for bidding and constructing the Waste shall have the meaning provided in Section Work. A listing of the content of the Project Manual, 1004 of the Solid Waste Disposal Act (42 USC contained nthetables)ich may be bound lotcoe or more volumes, is Section 6903) as amended from time to time. 25. Laws and Regulations; Laws or Regulat- 36. Radioactive Material—Source, special ions—Any and ail applicable laws , rules, regulations, nuclear, or byproduct material as defined by the ordinances, codes, and orders of any and all govem- Atomic Energy Act of 1954 (42 USC Section 2011 et mental bodies, agencies, authorities, and courts seq.) as amended from time to time. ■ having jurisdiction. 37. Resident Project Representative—The 26. Gens—Charges, security interest , or authorized representative of ENGINEER who may be encumbrances upon Project funds, real property, or assigned to the Site or any part thereof. personal property. 38. Samples—Physical examples of 27. Milestone—A principal event specified in materials, equipment, or workmanship that are the Contract Documents relating to an intermediate representative of some portion0209-00700 the o 0 oo`Nork ac as which • Page 6 of 44 F:1EngrneeringXUPUI Projectet0209-0 Street Bridge Over Conch OItcM102094th Street Bridge Over Cooeh 07-20-06 0209-00700 - General Coeditlo dx 4 NEER any duty or authority to supervise or direct E. Unless stated otherwise in the Contract Docu- the performance of the Work or any duty or ments , words or phrases which have a well-known authority to undertake responsibility contrary to the technical or construction industry or trade meaning are provisions of paragraph 9. 10 or any other provision sused in the uch recognized Contract meaDocuments in accordance with of the Contract Documents. B. Day ARTICLE 2 - PRELIMINARY MATTERS 1 . The word "day" shall constitute a ` calendar day of 24 hours measured from 2. 01 Delivery of Bonds midnight to the next midnight C. Defective A. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also 1 . The word "defective," when modifying deliver to OWNER such Bonds as CONTRACTOR the word "Work," refers to Work that is may be required to furnish . unsatisfactory, faulty, or deficient in that it does not conform to the Contract Documents or does 2.02 Copies of Documents not meet the requirements of any inspection, reference standard, test, or approval referred to A. OWNER shall furnish to CONTRACTOR up in the Contract Documents, or has been to ten copies of the Contract Documents. Additional damaged prior to ENGINEER's recom- copies will be furnished upon request at the cost of i mendation of final payment (unless responsi- reproduction. bility for the protection thereof has been 2 . 03 Commencement of Contract Times; Notice assumed by OWNER at Substantial Completion in accordance with paragraph to Proceed 14.04 or 14.05). A. The Contract Times will commence to run on D. Furnish, Install, Perform, Provide the thirtieth day after the Effective Date of the Agree- ment or, if a Notice to Proceed is given , on the day 1 . The word "furnish ," when used in indicated in the Notice to Proceed. A Notice to Pro- connection with services, materials, or ceed may be given at any time within 30 days after the equipment, shall mean to supply and deliver Effective Date of the Agreement. In no event will the said services, materials , or equipment to the Contract Times commence to run later than the Site (or some other specified location) ready for sixtieth day after the day of Bid opening or the thirtieth use or installation and in usable or operable day after the Effective Date of the Agreement, condition . whichever date is earlier. 2 . The word "install , " when used in 2 .04 Starting the Work connection with services, materials, or equipment, shall mean to put into use or place A. CONTRACTOR shall start to perform the .r in final position said services, materials , or Work on the date when the Contract Times com- equipment complete and ready for intended mence to run. No ork shall be done at the Site prior o the date on which the Contract Times commence to _ use. run. 3. The words "perform" or "provide," when used in connection with services, 2 .05 Before Starting Construction ` materials , or equipment, shall mean to furnish materials, or A. CNTRACTOR's equipment Ilcomp complete services, ready for intended men s: Be ore undertaking CONTRACTOR part ofview of the Work, use. CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent 4. When "furnish ," "install, " "perform ," or figures therein and all applicable field measurements. "provide" is not used in connection with services, CONTRACTOR shall promptly report in writing to materials, or equipment in a context clearly ENGINEER any conflict, error, ambiguity, or requiring an obligation of CONTRACTOR, discrepancy shall obtain a hick CONTRACTOR omay may and "provide" is implied. ENGINEER before proceeding with any Work affected 0209-00700 . General Conditwns.dx Page 8 of 44 F:VEnglneanng\Cepdel Projecls10209-4th Street Bridge Over C000h ridch\0209.4th Street Bridge Over Ceach 07-2MS\0209-00700 - General CondiOane.doe' + thereby; however, CONTRACTOR shall not be liable 2. 07 Initial Acceptance of Schedules to OWNER or ENGINEER for failure to report any conflict, error, ambiguity, or discrepancy in, the A. Unless otherwise provided in the Contract Contract Documents unless CONTRACTOR knew or Documents, at least ten days before submission of the reasonably should have known thereof. first Application for Payment a conference attended by CONTRACTOR, ENGINEER, and others as appropri- B . Preliminary Schedules: Within ten days after ate will be held to review for acceptability to ENGI- the Effective Date of the Agreement (unless otherwise NEER as provided below the schedules submitted in specified in the General Requirements), CONTRAC- accordance with paragraph 2.05. B. CONTRACTOR TOR shall submit to ENGINEER for its timely review: shall have an additional ten days to make corrections and adjustments and to complete and resubmit the + 1 . a preliminary progress schedule schedules. No progress payment shall be made to indicating the times (numbers of days or dates) CONTRACTOR until acceptable schedules are for starting and completing the various stages submitted to ENGINEER. of the Work, including any Milestones specified in the Contract Documents; 1 . The progress schedule will be acceptable to ENGINEER if it provides an 2. a preliminary schedule of Shop orderly progression of the Work to completion Drawing and Sample submittals which will list within any specified Milestones and the each required submittal and the times for sub- Contract Times. Such acceptance will not mitting, reviewing, and processing such impose on ENGINEER responsibility for the submittal; and progress schedule, for sequencing , scheduling, + or progress of the Work nor interfere with or 3 . a preliminary schedule of values for relieve CONTRACTOR from CONTRACTOR's all of the Work which includes quantities and full responsibility therefor. prices of items which when added together equal the Contract Price and subdivides the 2. CONTRACTOR's schedule of Shop Work into component parts in sufficient detail to Drawing and Sample submittals will be serve as the basis for progress payments acceptable to ENGINEER if it provides a + during performance of the Work. Such prices workable arrangement for reviewing and will include an appropriate amount of overhead processing the required submittals. and profit applicable to each item of Work. 3. CONTRACTOR's schedule of values " 1' e ewill be acceptable to ENGINEER as to form the Site is started, CONTRACTOR and OWN all and substance if it provides a reasonable each deliver to the other, with co to each allocation of the Contract Price to component • additional insured identified in Supplementary parts of the Work. Conditions, certificates surance (and other ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, ra evidence of insuwhiIn ch either of them or any AMENDING , REUSE additional in may reasonably request) which + CONT TOR and OWNER respectively are 3. 01 Intent A, 6cle s. + A. The Contract Documents are comple- 2. 06 Preconstruction Conference mentary; what is called for by one is as binding as if called for by all. + to run , but before any Work at the Site is ed, a B . It is the intent of the Contract Documents to conference attended by CONTRACT _NGINEER, describe a functionally complete Project for Dart there- and others as appropriate wil aid to establish a of) to be constructed in accordance with the Contract r working understandin ong the parties as to the Documents. Any labor, documentation, services , Work and to disc a schedules referred to in para- materials, or equipment that may reasonably be graph 2 .0 procedures for handling Shop Drawings inferred from the Contract Documents or from an er submittals, processing Applications for prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to OWNER. 0209-00700 - General Condiliom.=D Page 9 of 44 FAEngin ng%Capital Pm*As10209-4th Street Bridge Over Conch WcM0209-4th Street Bridge Over Condi 07-20.OM209-00700 - General Carte lions.doc + establish the standards by which such portion of the Work will be judged. 47. Unit Price Work—Work to be paid for on the basis of unit prices. 39 . Shop Drawings—All drawings, diagrams, ., illustrations , schedules , and other data or information 48. Work—The entire completed construction which are specifically prepared or assembled by or for or the various separately identifiable parts thereof re- CONTRACTOR and submitted by CONTRACTOR to quired to be provided under the Contract Documents. illustrate some portion of the Work. Work includes and is the result of performing or ' providing all labor, services, and documentation, 40. Site—Lands or areas indicated in the necessary to produce such construction , and Contract Documents as being furnished by OWNER furnishing , installing, and incorporating all materials r, upon which the Work is to be performed, including and equipment into such construction , all as required rights-of-way and easements for access thereto, and by the Contract Documents . such other lands furnished by OWNER which are AM designated for the use of CONTRACTOR. 49 . Work Change Directive—A written statement to CONTRACTOR issued on or after the 41 . Specifications--That part of the Contract Effective Date of the Agreement and signed by Documents consisting of written technical descriptions OWNER and recommended by ENGINEER ordering M, of materials, equipment, systems, standards, and an addition , deletion, or revision in the Work, or workmanship as applied to the Work and certain responding to differing or unforeseen subsurface or administrative details applicable thereto. physical conditions under which the Work is to be performed or to emergencies. A Work Change " 42. Subcontractor—An individual or entity Directive will not change the Contract Price or the having a direct contract with CONTRACTOR or with Contract Times but is evidence that the parties expect any other Subcontractor for the performance of a part that the change ordered or documented by a Work „M of the Work at the Site. Change Directive will be incorporated in a subse- quently issued Change Order following negotiations by 43. Substantial Completion—The time at the parties as to its effect, if any, on the Contract Price which the Work (or a specified part thereof) has or Contract Times. progressed to the point where, in the opinion of ENGINEER, the Work (or a specified part thereof) is 50. Written Amendment—A written statement sufficiently complete, in accordance with the Contract modifying the Contract Documents, signed by Documents, so that the Work (or a specified part OWNER and CONTRACTOR on or after the Effective thereof) can be utilized for the purposes for which it is Date of the Agreement and normally dealing with the intended . The terms "substantially complete" and nonengineering or nontechnical rather than strictly "substantially completed" as applied to all or part of the construction-related aspects of the Contract Docu- Work refer to Substantial Completion thereof. ments. 44. Supplementary Conditions—That part of 1 . 02 Terminology the Contract Documents which amends or supplements these General Conditions. A. Intent of Certain Terms or Adjectives 45. Supplier—A manufacturer, fabricator, 1 . Whenever in the Contract Documents the supplier, distributor, materialman, or vendor having a terms "as allowed, " "as approved, " or terms of like direct contract with CONTRACTOR or with any effect or import are used, or the adjectives Subcontractor to furnish materials or equipment to be 'reasonable," "suitable,° "acceptable, " "proper, " incorporated in the Work by CONTRACTOR or any "satisfactory," or adjectives of like effect or import Subcontractor. are used to describe an action or determination of ENGINEER as to the Work, it is intended that such 46. Underground Facilities--All underground action or determination will be solely to evaluate, in pipelines, conduits, ducts, cables, wires, manholes, general, the completed Work for compliance with vaults, tanks, tunnels, or other such facilities or the requirements of and information in the Contract attachments, and any encasements containing such Documents and conformance with the design facilities, including those that convey electricity, gases, concept of the completed Project as a functioning steam , liquid petroleum products, telephone or other whole as shown or indicated in the Contract communications, cable television , water, wastewater, Documents (unless there is a specific statement storm water, other liquids or chemicals, or traffic or indicating otherwise). The use of any such term or other control systems. adjective shall not be effective to assign to ENGI- 0209-00700 - General Condificns.doc Page 7 of 44 F:IEnBireennglCepital Prajecls=094th Street Brldge Over Cocoh Ditch= th Street Bridge Over Conch 07-20-OM209-00700 - General Conditions.doc NEER any duty or authority to supervise or direct E. Unless stated otherwise in the Contract Docu- the performance of the Work or any duty or ments , words or phrases which have a well-known authority to undertake responsibility contrary to the technical or construction industry or trade meaning are provisions of paragraph 9. 10 or any other provision sused in the uch recognized Contract meaDocuments in accordance with of the Contract Documents. B. Day ARTICLE 2 - PRELIMINARY MATTERS 1 . The word "day" shall constitute a ` calendar day of 24 hours measured from 2. 01 Delivery of Bonds midnight to the next midnight C. Defective A. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also 1 . The word "defective," when modifying deliver to OWNER such Bonds as CONTRACTOR the word "Work," refers to Work that is may be required to furnish . unsatisfactory, faulty, or deficient in that it does not conform to the Contract Documents or does 2.02 Copies of Documents not meet the requirements of any inspection, reference standard, test, or approval referred to A. OWNER shall furnish to CONTRACTOR up in the Contract Documents, or has been to ten copies of the Contract Documents. Additional damaged prior to ENGINEER's recom- copies will be furnished upon request at the cost of i mendation of final payment (unless responsi- reproduction. bility for the protection thereof has been 2 . 03 Commencement of Contract Times; Notice assumed by OWNER at Substantial Completion in accordance with paragraph to Proceed 14.04 or 14.05). A. The Contract Times will commence to run on D. Furnish, Install, Perform, Provide the thirtieth day after the Effective Date of the Agree- ment or, if a Notice to Proceed is given , on the day 1 . The word "furnish ," when used in indicated in the Notice to Proceed. A Notice to Pro- connection with services, materials, or ceed may be given at any time within 30 days after the equipment, shall mean to supply and deliver Effective Date of the Agreement. In no event will the said services, materials , or equipment to the Contract Times commence to run later than the Site (or some other specified location) ready for sixtieth day after the day of Bid opening or the thirtieth use or installation and in usable or operable day after the Effective Date of the Agreement, condition . whichever date is earlier. 2 . The word "install , " when used in 2 .04 Starting the Work connection with services, materials, or equipment, shall mean to put into use or place A. CONTRACTOR shall start to perform the .r in final position said services, materials , or Work on the date when the Contract Times com- equipment complete and ready for intended mence to run. No ork shall be done at the Site prior o the date on which the Contract Times commence to _ use. run. 3. The words "perform" or "provide," when used in connection with services, 2 .05 Before Starting Construction ` materials , or equipment, shall mean to furnish materials, or A. CNTRACTOR's equipment Ilcomp complete services, ready for intended men s: Be ore undertaking CONTRACTOR part ofview of the Work, use. CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent 4. When "furnish ," "install, " "perform ," or figures therein and all applicable field measurements. "provide" is not used in connection with services, CONTRACTOR shall promptly report in writing to materials, or equipment in a context clearly ENGINEER any conflict, error, ambiguity, or requiring an obligation of CONTRACTOR, discrepancy shall obtain a hick CONTRACTOR omay may and "provide" is implied. ENGINEER before proceeding with any Work affected 0209-00700 . General Conditwns.dx Page 8 of 44 F:VEnglneanng\Cepdel Projecls10209-4th Street Bridge Over C000h ridch\0209.4th Street Bridge Over Ceach 07-2MS\0209-00700 - General CondiOane.doe' C. Clarifications and interpretations of the failure to report any such conflict, error, Contract Documents shall be issued by ENGINEER ambiguity, or discrepancy unless CON- as provided in Article 9. TRACTOR knew or reasonably should have known thereof. 3. 02 Reference Standards B . Resolving Discrepancies A. Standards, Specifications, Codes, Laws, and Regulations 1 . Except as may be otherwise specifically sated in the Contract Documents, ME, 1 . Reference to standards, specifica- the provisions of the Contract Documents shall tions, manuals, or codes of any technical take precedence in resolving any conflict, error, society, organization ; or association , or to Laws ambiguity, or discrepancy between the . or Regulations , whether such reference be provisions of the Contract Documents and: specific or by implication, shall mean the stan- dard , specification, manual, code, or Laws or a. the provisions of any standard, Regulations in effect at the time of opening of specification, manual, code , or instruction Bids (or on the Effective Date of the Agreement (whether or not specifically incorporated by if there were no Bids), except as may be reference in the Contract Documents) ; or otherwise specifically stated in the Contract Documents. b. the provisions of any Laws or Regulations applicable to the performance 2. No provision of any such standard, of the Work (unless such an interpretation of specification , manual or code, or any instruction the provisions of the Contract Documents of a Supplier shall be effective to change the would result in violation of such Law or duties or responsibilities of OWNER, Regulation). CONTRACTOR, or ENGINEER, or any of their subcontractors, consultants, agents, or employ- 3. 04 Amending and Supplementing Contract ees from those set forth in the Contract Documents Documents, nor shall any such provision or instruction be effective to assign to OWNER, A. The Contract Documents may be amended to ENGINEER, or any of ENGINEER's provide for additions, deletions, and revisions in the Consultants , agents, or employees any duty or Work or to modify the terms and conditions thereof in authority to supervise or direct the performance one or more of the following ways: (i) a Written of the Work or any duty or authority to Amendment; (ii) a Change Order; or (iii) a Work undertake responsibility inconsistent with the Change Directive. provisions of the Contract Documents. B. The requirements of the Contract Documents � 3 .03 Reporting and Resolving Discrepancies may be supplemented, and minor variations and deviations in the Work may be authorized , by one or A. Reporting Discrepancies more of the following ways: (i) a Field Order; (ii) ENGINEER's approval of a Shop Drawing or Sample; 1 . If, during the performance of the or (iii) ENGINEER's written interpretation or clarifi- Work, CONTRACTOR discovers any conflict, cation. error, ambiguity, or discrepancy within the Con- tract Documents or between the Contract 3.05 Reuse of Documents Documents and any provision of any Law or Regulation applicable to the performance of the A. CONTRACTOR and any Subcontractor or Work or of any standard, specification , manual Supplier or other individual or entity performing or or code, or of anv instruction of any Supplier, furnishing any of the Work under a direct or indirect CONTRACTOR shall report it to ENGINEER in contract with OWNER: (i) shall not have or acquire writing at once. CONTRACTOR shall not any title to or ownership rights in any of the Drawings, proceed with the Work affected thereby (except Specifications, or other documents (or copies of any in an emergency as required by paragraph thereof) prepared by or bearing the seal of 6. 16.A) until an amendment or supplement to ENGINEER or ENGINEER's Consultant, including the Contract Documents has been issued by electronic media editions; and (ii) shall not reuse any one of the methods indicated in paragraph of such Drawings, Specifications, other documents, or 3.04; provided , however, that CONTRACTOR copies thereof on extensions of the Project or any shall not be liable to OWNER or ENGINEER for other project without written consent of OWNER and 0209.0700 - General Cond2ions.doc Page 10 of 44 F;Tngineering\Capital Proect5 02094th Street Bridge Over Cosh OitchW209 4th Street Bridge Over Gooch 07-20.6102030700 . General COMiOorss.doc ENGINEER and specific written verification or Site (except Underground Facilities) that ENGI- r adaption by ENGINEER. This prohibition will survive NEER has used in preparing the Contract final payment, completion , and acceptance of the Documents. Work, or termination or completion of the Contract. Nothing herein shall preclude CONTRACTOR from B. Limited Reliance by CONTRACTOR on retaining copies of the Contract Documents for record Technical Data Authorized: CONTRACTOR may rely purposes. upon the general accuracy of the "technical data" contained in such reports and drawings , but such + reports and drawings are not Contract Documents. ARTICLE 4 - AVAILABILITY OF LANDS; Such "technical data" is identified in the Supplementa- SUBSURFACE AND PHYSICAL CONDITIONS ; ry Conditions. Except for such reliance on such r REFERENCE POINTS "technical data," CONTRACTOR may not rely upon or make any Claim against OWNER, ENGINEER, or any of ENGINEER's Consultants with respect to: 4.01 Availability of Lands + 1 . the completeness of such reports A. OWNER shall furnish the Site. OWNER shall and drawings for CONTRACTOR's purposes, notify CONTRACTOR of any encumbrances or including, but not limited to, any aspects of the restrictions not of general application but specifically means, methods, techniques, sequences, and related to use of the Site with which CONTRACTOR procedures of construction to be employed by must comply in performing the Work. OWNER will CONTRACTOR, and safety precautions and obtain in a timely manner and pay for easements for programs incident thereto; or + permanent structures or permanent changes in existing facilities. If CONTRACTOR and OWNER are 2. other data, interpretations, opinions, unable to agree on entitlement to or on the amount or and information contained in such reports or r extent, if any, of any adjustment in the Contract Price shown or indicated in such drawings; or or Contract Times, or both, as a result of any delay in OWNER's fumishing the Site, CONTRACTOR may 3. any CONTRACTOR interpretation of make a Claim therefor as provided in paragraph or conclusion drawn from any "technical data" + 10.05 . or any such other data, interpretations, opinions, or information. B. Upon reasonable written request, OWNER r shall furnish CONTRACTOR with a current statement 4. 03 Differing Subsurface or Physical Conditions of record legal title and legal description of the lands upon which the Work is to be performed and A. Notice: If CONTRACTOR believes that any OWNER's interest therein as necessary for giving subsurface or physical condition at or contiguous to r notice of or filing a mechanic's or construction lien the Site that is uncovered or revealed either: against such lands in accordance with applicable Laws and Regulations. 1 . is of such a nature as to establish that any "technical data" on which CONTRAC- T C. CONTRACTOR shall provide for all additional TOR is entitled to rely as provided in paragraph lands and access thereto that may be required for 4.02 is materially inaccurate; or temporary construction facilities or storage of .. materials and equipment 2. is of such a nature as to require a change in the Contract Documents; or 4. 02 Subsurface and Physical Conditions 3. differs materially from that shown or A. Reports and Drawings: The Supplementary indicated in the Contract Documents; or Conditions identify: 4. is of an unusual nature, and differs r 1 . those reports of explorations and materially from conditions ordinarily tests of subsurface conditions at or contiguous encountered and generally recognized as inher- to the Site that ENGINEER has used in ent in work of the character provided for in the preparing the Contract Documents ; and Contract Documents ; r 2. those drawings of physical then CONTRACTOR shall, promptly after becoming conditions in or relating to existing surface or aware thereof and before further disturbing the r subsurface structures at or contiguous to the subsurface or physical conditions or performing any 020900700 - General Condltians.aoc Page 11 of 44 FAEngineering\Capital Prgec1s102094h1 Sheet Brlage Over Coorh Db M209-4Th StmM Bridge Over Cooch 07-20-0610209-00700 - General Cmaibom.dac + thereby; however, CONTRACTOR shall not be liable 2. 07 Initial Acceptance of Schedules to OWNER or ENGINEER for failure to report any conflict, error, ambiguity, or discrepancy in, the A. Unless otherwise provided in the Contract Contract Documents unless CONTRACTOR knew or Documents, at least ten days before submission of the reasonably should have known thereof. first Application for Payment a conference attended by CONTRACTOR, ENGINEER, and others as appropri- B . Preliminary Schedules: Within ten days after ate will be held to review for acceptability to ENGI- the Effective Date of the Agreement (unless otherwise NEER as provided below the schedules submitted in specified in the General Requirements), CONTRAC- accordance with paragraph 2.05. B. CONTRACTOR TOR shall submit to ENGINEER for its timely review: shall have an additional ten days to make corrections and adjustments and to complete and resubmit the + 1 . a preliminary progress schedule schedules. No progress payment shall be made to indicating the times (numbers of days or dates) CONTRACTOR until acceptable schedules are for starting and completing the various stages submitted to ENGINEER. of the Work, including any Milestones specified in the Contract Documents; 1 . The progress schedule will be acceptable to ENGINEER if it provides an 2. a preliminary schedule of Shop orderly progression of the Work to completion Drawing and Sample submittals which will list within any specified Milestones and the each required submittal and the times for sub- Contract Times. Such acceptance will not mitting, reviewing, and processing such impose on ENGINEER responsibility for the submittal; and progress schedule, for sequencing , scheduling, + or progress of the Work nor interfere with or 3 . a preliminary schedule of values for relieve CONTRACTOR from CONTRACTOR's all of the Work which includes quantities and full responsibility therefor. prices of items which when added together equal the Contract Price and subdivides the 2. CONTRACTOR's schedule of Shop Work into component parts in sufficient detail to Drawing and Sample submittals will be serve as the basis for progress payments acceptable to ENGINEER if it provides a + during performance of the Work. Such prices workable arrangement for reviewing and will include an appropriate amount of overhead processing the required submittals. and profit applicable to each item of Work. 3. CONTRACTOR's schedule of values " 1' e ewill be acceptable to ENGINEER as to form the Site is started, CONTRACTOR and OWN all and substance if it provides a reasonable each deliver to the other, with co to each allocation of the Contract Price to component • additional insured identified in Supplementary parts of the Work. Conditions, certificates surance (and other ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, ra evidence of insuwhiIn ch either of them or any AMENDING , REUSE additional in may reasonably request) which + CONT TOR and OWNER respectively are 3. 01 Intent A, 6cle s. + A. The Contract Documents are comple- 2. 06 Preconstruction Conference mentary; what is called for by one is as binding as if called for by all. + to run , but before any Work at the Site is ed, a B . It is the intent of the Contract Documents to conference attended by CONTRACT _NGINEER, describe a functionally complete Project for Dart there- and others as appropriate wil aid to establish a of) to be constructed in accordance with the Contract r working understandin ong the parties as to the Documents. Any labor, documentation, services , Work and to disc a schedules referred to in para- materials, or equipment that may reasonably be graph 2 .0 procedures for handling Shop Drawings inferred from the Contract Documents or from an er submittals, processing Applications for prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to OWNER. 0209-00700 - General Condiliom.=D Page 9 of 44 FAEngin ng%Capital Pm*As10209-4th Street Bridge Over Conch WcM0209-4th Street Bridge Over Condi 07-20.OM209-00700 - General Carte lions.doc + C. Clarifications and interpretations of the failure to report any such conflict, error, Contract Documents shall be issued by ENGINEER ambiguity, or discrepancy unless CON- as provided in Article 9. TRACTOR knew or reasonably should have known thereof. 3. 02 Reference Standards B . Resolving Discrepancies A. Standards, Specifications, Codes, Laws, and Regulations 1 . Except as may be otherwise specifically sated in the Contract Documents, ME, 1 . Reference to standards, specifica- the provisions of the Contract Documents shall tions, manuals, or codes of any technical take precedence in resolving any conflict, error, society, organization ; or association , or to Laws ambiguity, or discrepancy between the . or Regulations , whether such reference be provisions of the Contract Documents and: specific or by implication, shall mean the stan- dard , specification, manual, code, or Laws or a. the provisions of any standard, Regulations in effect at the time of opening of specification, manual, code , or instruction Bids (or on the Effective Date of the Agreement (whether or not specifically incorporated by if there were no Bids), except as may be reference in the Contract Documents) ; or otherwise specifically stated in the Contract Documents. b. the provisions of any Laws or Regulations applicable to the performance 2. No provision of any such standard, of the Work (unless such an interpretation of specification , manual or code, or any instruction the provisions of the Contract Documents of a Supplier shall be effective to change the would result in violation of such Law or duties or responsibilities of OWNER, Regulation). CONTRACTOR, or ENGINEER, or any of their subcontractors, consultants, agents, or employ- 3. 04 Amending and Supplementing Contract ees from those set forth in the Contract Documents Documents, nor shall any such provision or instruction be effective to assign to OWNER, A. The Contract Documents may be amended to ENGINEER, or any of ENGINEER's provide for additions, deletions, and revisions in the Consultants , agents, or employees any duty or Work or to modify the terms and conditions thereof in authority to supervise or direct the performance one or more of the following ways: (i) a Written of the Work or any duty or authority to Amendment; (ii) a Change Order; or (iii) a Work undertake responsibility inconsistent with the Change Directive. provisions of the Contract Documents. B. The requirements of the Contract Documents � 3 .03 Reporting and Resolving Discrepancies may be supplemented, and minor variations and deviations in the Work may be authorized , by one or A. Reporting Discrepancies more of the following ways: (i) a Field Order; (ii) ENGINEER's approval of a Shop Drawing or Sample; 1 . If, during the performance of the or (iii) ENGINEER's written interpretation or clarifi- Work, CONTRACTOR discovers any conflict, cation. error, ambiguity, or discrepancy within the Con- tract Documents or between the Contract 3.05 Reuse of Documents Documents and any provision of any Law or Regulation applicable to the performance of the A. CONTRACTOR and any Subcontractor or Work or of any standard, specification , manual Supplier or other individual or entity performing or or code, or of anv instruction of any Supplier, furnishing any of the Work under a direct or indirect CONTRACTOR shall report it to ENGINEER in contract with OWNER: (i) shall not have or acquire writing at once. CONTRACTOR shall not any title to or ownership rights in any of the Drawings, proceed with the Work affected thereby (except Specifications, or other documents (or copies of any in an emergency as required by paragraph thereof) prepared by or bearing the seal of 6. 16.A) until an amendment or supplement to ENGINEER or ENGINEER's Consultant, including the Contract Documents has been issued by electronic media editions; and (ii) shall not reuse any one of the methods indicated in paragraph of such Drawings, Specifications, other documents, or 3.04; provided , however, that CONTRACTOR copies thereof on extensions of the Project or any shall not be liable to OWNER or ENGINEER for other project without written consent of OWNER and 0209.0700 - General Cond2ions.doc Page 10 of 44 F;Tngineering\Capital Proect5 02094th Street Bridge Over Cosh OitchW209 4th Street Bridge Over Gooch 07-20.6102030700 . General COMiOorss.doc Work in connection therewith (except in an emergency c. CONTRACTOR failed to give the as required by paragraph 6. 16.A), notify OWNER and written notice within the time and as re. ENGINEER in writing about such condition. qui red by paragraph 4.03.A. CONTRACTOR shall not further disturb such condition or perform any Work in connection therewith 3. If OWNER and CONTRACTOR are (except as aforesaid) until receipt of written order to do unable to agree on entitlement to or on the so. amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both , a B . ENGINEER's Review: After receipt of written Claim may be made therefor as provided in notice as required by paragraph 4.03 .A, ENGINEER paragraph 10.05. However, OWNER, will promptly review the pertinent condition , determine ENGINEER, and ENGINEER's Consultants the necessity of OWNER's obtaining additional shall not be liable to CONTRACTOR for any exploration or tests with respect thereto, and advise claims, costs, losses, or damages (including OWNER in writing (with a copy to CONTRACTOR) of but not limited to all fees and charges of ENGINEER's findings and conclusions , engineers, architects, attorneys, and other professionals and all court or arbitration or other C . Possible Price and Times Adjustments dispute resolution costs) sustained by CONTRACTOR on or in connection with any 1 . The Contract Price or the Contract other project or anticipated project. Times, or both, will be equitably adjusted to the extent that the existence of such differing 4 .04 Underground Facilities subsurface or physical condition causes an in- crease or decrease in CONTRACTOR's cost A. Shown or Indicated., The information and data of, or time required for, performance of the shown or indicated in the Contract Documents with Work; subject, however, to the following: respect to existing Underground Facilities at or contiguous to the Site is based on information and a. such condition must meet any one or data furnished to OWNER or ENGINEER by the more of the categories described in para- owners of such Underground Facilities, including graph 4.03.A; and OWNER, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in 1 . OWNER and ENGINEER shall not Contract Price will be subject to the be responsible for the accuracy or com- provisions of paragraphs 9 .08 and 11 M. pleteness of any such information or data; and 2. CONTRACTOR shall not be entitled 2 . the cost of all of the following will be to any adjustment in the Contract Price or included in the Contract Price, and CONTRAC- all Contract Times if: TOR shall have full responsibility for: a. CONTRACTOR knew of the a. reviewing and checking all such existence of such conditions at the time information and data, CONTRACTOR made a final commitment to OWNER in respect of Contract Price and b. locating all Underground Facilities Contract Times by the submission of a Bid shown or indicated in the Contract or becoming bound under a negotiated Documents, contract; or c. coordination of the Work with the b. the existence of such condition could owners of such Underground Facilities, reasonably have been discovered or including OWNER, during construction, and revealed as a result of any examination, investigation, exploration, test, or study of d. the safety and protection of all such the Site and contiguous areas required by Underground Facilities and repairing any the Bidding Requirements or Contract damage thereto resulting from the Work. Documents to be conducted by or for CON- TRACTOR prior to CONTRACTOR's B . Not Shown or indicated making such final commitment, or 1 . If an Underground Facility is uncovered or revealed at or contiguous to the 0209-00700 - General Condnions.doo Page 12 Df 44 F9EngineennMCapite1 PmjeasM09Alh Street Bridge Over Co00h OitG 02094th Street Bridge Over Cows 07-204)5W209 700 - General Condllions.dw Site which was not shown or indicated , or not property monuments by professionally qualified +� shown or indicated with reasonable accuracy in personnel. the Contract Documents , CONTRACTOR shall, promptly after becoming aware thereof and 4. 06 Hazardous Environmental Condition at Site r before further disturbing conditions affected thereby or performing any Work in connection A. Reports and Drawings: Reference is made to therewith (except in an emergency as required the Supplementary Conditions for the identification of by paragraph 6. 16.A) , identify the owner of those reports and drawings relating to a Hazardous +� such Underground Facility and give written Environmental Condition identified at the Site , if any, notice to that owner and to OWNER and ENGI- that have been utilized by the ENGINEER in the NEER. ENGINEER will promptly review the preparation of the Contract Documents. Underground Facility and determine the extent, if any, to which a change is required in the B. Limited Reliance by CONTRACTOR on Contract Documents to reflect and document Technical Data Authorized: CONTRACTOR may rely the consequences of the existence or location upon the general accuracy of the "technical data" of the Underground Facility. During such time, contained in such reports and drawings, but such CONTRACTOR shall be responsible for the reports and drawings are not Contract Documents. safety and protection of such Underground Such "technical data" is identified in the r Facility. Supplementary Conditions. Except for such reliance on such "technical data ," CONTRACTOR may not rely 2. If ENGINEER concludes that a upon or make any Claim against OWNER, change in the Contract Documents is required , ENGINEER or any of ENGINEER's Consultants with r a Work Change Directive or a Change Order respect to: will be issued to reflect and document such consequences. An equitable adjustment shall 1 . the completeness of such reports be made in the Contract Price or Contract and drawings for CONTRACTOR's purposes, Times, or both , to the extent that they are including, but not limited to, any aspects of the attributable to the existence or location of any means, methods, techniques, sequences and Underground Facility that was not shown or procedures of construction to be employed by r indicated or not shown or indicated with CONTRACTOR and safety precautions and reasonable accuracy in the Contract programs incident thereto; or Documents and that CONTRACTOR did not know of and could not reasonably have been 2. other data, interpretations, opinions expected to be aware of or to have anticipated. and information contained in such reports or If OWNER and CONTRACTOR are unable to shown or indicated in such drawings; or agree on entiflement to or on the amount or ,. extent, if any, of any such adjustment in 3. any CONTRACTOR interpretation of Contract Price or Contract Times, OWNER or or conclusion drawn from any "technical data' CONTRACTOR may make a Claim therefor as or any such other data, interpretations , opinions provided in paragraph 10.05. or information. r 4. 05 Reference Points C. CONTRACTOR shall not be responsible for any Hazardous Environmental Condition uncovered or r A. OWNER shall provide engineering surveys to revealed at the Site which was not shown or indicated establish reference points for construction which in in Drawings or Specifications or identified in the ENGINEER's judgment are necessary to enable Contract Documents to be within the scope of the CONTRACTOR to proceed with the Work. CON- Work. CONTRACTOR shall be responsible for a r TRACTOR shall be responsible for laying out the Hazardous Environmental Condition created with any Werk, shall protect and preserve the established materials brought to the Site by CONTRACTOR, reference points and property monuments, and shall Subcontractors, Suppliers , or anyone else for whom .. make no changes or relocations without the prior CONTRACTOR is responsible. written approval of OWNER. CONTRACTOR shall report to ENGINEER whenever any reference point or D. If CONTRACTOR encounters a Hazardous property monument is lost or destroyed or requires Environmental Condition or if CONTRACTOR or relocation because of necessary changes in grades or anyone for whom CONTRACTOR is responsible locations, and shall be responsible for the accurate creates a Hazardous Environmental Condition , replacement or relocation of such reference points or CONTRACTOR shall immediately: (i) secure or r otherwise isolate such condition; (il) stop all Work in 0208-00700 - General Cmdrtlonedoc Page 13 of 44 FiEnglneeringtCapital Praiecis102 th Street Bridge Over Gooch Dltrh102094th Street Bridge Over Cooch 07-2006W209Z0700 - General CmWitwns.doc i ENGINEER and specific written verification or Site (except Underground Facilities) that ENGI- r adaption by ENGINEER. This prohibition will survive NEER has used in preparing the Contract final payment, completion , and acceptance of the Documents. Work, or termination or completion of the Contract. Nothing herein shall preclude CONTRACTOR from B. Limited Reliance by CONTRACTOR on retaining copies of the Contract Documents for record Technical Data Authorized: CONTRACTOR may rely purposes. upon the general accuracy of the "technical data" contained in such reports and drawings , but such + reports and drawings are not Contract Documents. ARTICLE 4 - AVAILABILITY OF LANDS; Such "technical data" is identified in the Supplementa- SUBSURFACE AND PHYSICAL CONDITIONS ; ry Conditions. Except for such reliance on such r REFERENCE POINTS "technical data," CONTRACTOR may not rely upon or make any Claim against OWNER, ENGINEER, or any of ENGINEER's Consultants with respect to: 4.01 Availability of Lands + 1 . the completeness of such reports A. OWNER shall furnish the Site. OWNER shall and drawings for CONTRACTOR's purposes, notify CONTRACTOR of any encumbrances or including, but not limited to, any aspects of the restrictions not of general application but specifically means, methods, techniques, sequences, and related to use of the Site with which CONTRACTOR procedures of construction to be employed by must comply in performing the Work. OWNER will CONTRACTOR, and safety precautions and obtain in a timely manner and pay for easements for programs incident thereto; or + permanent structures or permanent changes in existing facilities. If CONTRACTOR and OWNER are 2. other data, interpretations, opinions, unable to agree on entitlement to or on the amount or and information contained in such reports or r extent, if any, of any adjustment in the Contract Price shown or indicated in such drawings; or or Contract Times, or both, as a result of any delay in OWNER's fumishing the Site, CONTRACTOR may 3. any CONTRACTOR interpretation of make a Claim therefor as provided in paragraph or conclusion drawn from any "technical data" + 10.05 . or any such other data, interpretations, opinions, or information. B. Upon reasonable written request, OWNER r shall furnish CONTRACTOR with a current statement 4. 03 Differing Subsurface or Physical Conditions of record legal title and legal description of the lands upon which the Work is to be performed and A. Notice: If CONTRACTOR believes that any OWNER's interest therein as necessary for giving subsurface or physical condition at or contiguous to r notice of or filing a mechanic's or construction lien the Site that is uncovered or revealed either: against such lands in accordance with applicable Laws and Regulations. 1 . is of such a nature as to establish that any "technical data" on which CONTRAC- T C. CONTRACTOR shall provide for all additional TOR is entitled to rely as provided in paragraph lands and access thereto that may be required for 4.02 is materially inaccurate; or temporary construction facilities or storage of .. materials and equipment 2. is of such a nature as to require a change in the Contract Documents; or 4. 02 Subsurface and Physical Conditions 3. differs materially from that shown or A. Reports and Drawings: The Supplementary indicated in the Contract Documents; or Conditions identify: 4. is of an unusual nature, and differs r 1 . those reports of explorations and materially from conditions ordinarily tests of subsurface conditions at or contiguous encountered and generally recognized as inher- to the Site that ENGINEER has used in ent in work of the character provided for in the preparing the Contract Documents ; and Contract Documents ; r 2. those drawings of physical then CONTRACTOR shall, promptly after becoming conditions in or relating to existing surface or aware thereof and before further disturbing the r subsurface structures at or contiguous to the subsurface or physical conditions or performing any 020900700 - General Condltians.aoc Page 11 of 44 FAEngineering\Capital Prgec1s102094h1 Sheet Brlage Over Coorh Db M209-4Th StmM Bridge Over Cooch 07-20-0610209-00700 - General Cmaibom.dac Work in connection therewith (except in an emergency c. CONTRACTOR failed to give the as required by paragraph 6. 16.A), notify OWNER and written notice within the time and as re. ENGINEER in writing about such condition. qui red by paragraph 4.03.A. CONTRACTOR shall not further disturb such condition or perform any Work in connection therewith 3. If OWNER and CONTRACTOR are (except as aforesaid) until receipt of written order to do unable to agree on entitlement to or on the so. amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both , a B . ENGINEER's Review: After receipt of written Claim may be made therefor as provided in notice as required by paragraph 4.03 .A, ENGINEER paragraph 10.05. However, OWNER, will promptly review the pertinent condition , determine ENGINEER, and ENGINEER's Consultants the necessity of OWNER's obtaining additional shall not be liable to CONTRACTOR for any exploration or tests with respect thereto, and advise claims, costs, losses, or damages (including OWNER in writing (with a copy to CONTRACTOR) of but not limited to all fees and charges of ENGINEER's findings and conclusions , engineers, architects, attorneys, and other professionals and all court or arbitration or other C . Possible Price and Times Adjustments dispute resolution costs) sustained by CONTRACTOR on or in connection with any 1 . The Contract Price or the Contract other project or anticipated project. Times, or both, will be equitably adjusted to the extent that the existence of such differing 4 .04 Underground Facilities subsurface or physical condition causes an in- crease or decrease in CONTRACTOR's cost A. Shown or Indicated., The information and data of, or time required for, performance of the shown or indicated in the Contract Documents with Work; subject, however, to the following: respect to existing Underground Facilities at or contiguous to the Site is based on information and a. such condition must meet any one or data furnished to OWNER or ENGINEER by the more of the categories described in para- owners of such Underground Facilities, including graph 4.03.A; and OWNER, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: b. with respect to Work that is paid for on a Unit Price Basis, any adjustment in 1 . OWNER and ENGINEER shall not Contract Price will be subject to the be responsible for the accuracy or com- provisions of paragraphs 9 .08 and 11 M. pleteness of any such information or data; and 2. CONTRACTOR shall not be entitled 2 . the cost of all of the following will be to any adjustment in the Contract Price or included in the Contract Price, and CONTRAC- all Contract Times if: TOR shall have full responsibility for: a. CONTRACTOR knew of the a. reviewing and checking all such existence of such conditions at the time information and data, CONTRACTOR made a final commitment to OWNER in respect of Contract Price and b. locating all Underground Facilities Contract Times by the submission of a Bid shown or indicated in the Contract or becoming bound under a negotiated Documents, contract; or c. coordination of the Work with the b. the existence of such condition could owners of such Underground Facilities, reasonably have been discovered or including OWNER, during construction, and revealed as a result of any examination, investigation, exploration, test, or study of d. the safety and protection of all such the Site and contiguous areas required by Underground Facilities and repairing any the Bidding Requirements or Contract damage thereto resulting from the Work. Documents to be conducted by or for CON- TRACTOR prior to CONTRACTOR's B . Not Shown or indicated making such final commitment, or 1 . If an Underground Facility is uncovered or revealed at or contiguous to the 0209-00700 - General Condnions.doo Page 12 Df 44 F9EngineennMCapite1 PmjeasM09Alh Street Bridge Over Co00h OitG 02094th Street Bridge Over Cows 07-204)5W209 700 - General Condllions.dw connection with such condition and in any area by CONTRACTOR or by anyone for whom affected thereby (except in an emergency as required CONTRACTOR is responsible. Nothing in this para- by paragraph 6. 16); and (iii) notify OWNER and ENGI- graph 4. 06. E shall obligate OWNER to indemnify any NEER (and promptly thereafter confirm such notice in individual or entity from and against the consequences writing ) . OWNER shall promptly consult with of that individual's or entity's own negligence. ENGINEER concerning the necessity for OWNER to retain a qualified expert to evaluate such condition or H . To the fullest extent permitted by Laws and take corrective action , if any. Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's E. CONTRACTOR shall not be required to Consultants , and the officers, directors, partners, resume Work in connection with such condition or in employees, agents, other consultants, and any affected area until after OWNER has obtained subcontractors of each and any of them from and any required permits related thereto and delivered to against all claims , costs, losses, and damages CONTRACTOR written notice: (i) specifying that such (including but not limited to all fees and charges of condition and any affected area is or has been engineers, architects, attorneys, and other rendered safe for the resumption of Work; or (ii) professionals and all court or arbitration or other specifying any special conditions under which such dispute resolution costs) arising out of or relating to a Work may be resumed safely. If OWNER and 'Hazardous Environmental Condition created by CONTRACTOR cannot agree as to entitlement to or CONTRACTOR or by anyone for whom on the amount or extent, if any, of any adjustment in CONTRACTOR is responsible. Nothing in this Contract Price or Contract Times , or both, as a result paragraph 4.06. E shall obligate CONTRACTOR to of such Work stoppage or such special conditions indemnify any individual or entity from and against the under which Work is agreed to be resumed by consequences of that individual's or entity's own negli- CONTRACTOR, either party may make a Claim gence. therefor as provided in paragraph 10. 05. I . The provisions of paragraphs 4.02 , 4. 03, and F . If after receipt of such written notice 4.04 are not intended to apply to a Hazardous .. CONTRACTOR does not agree to resume such Work Environmental Condition uncovered or revealed at the based on a reasonable belief it is unsafe, or does not Site. agree to resume such Work under such special condi- tions, then OWNER may order the portion of the Work that is in the area affected by such condition to be ARTICLE 5 - BONDS AND INSURANCE deleted from the Work. If OWNER and CON- TRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract 5. 01 Performance, Payment, and Other Bonds Price or Contract Times as a result of deleting such portion of the Work, then either party may make a A. GG rRNG:FQR 'herr `umi Claim therefor as provided in paragraph 10. 05. and payment Bonds, each in an amount at lea ual OWNER may have such deleted portion of the Work to the Contract Price as security for the f ' I perfor- performed by OWNER's own forces or others in mance and payment of all TRACTOR's accordance with Article 7. obligations under the Contra ocuments. These r Bonds shall remain in ct at least until one year G. To the fullest extent permitted by Laws and after the date wh final payment becomes due, Regulations, OWNER shall indemnify and hold except as pro d otherwise by Laws or Regulations harmless CONTRACTOR, Subcontractors, ENGI- or by th ontract Documents. CONTRACTOR shall NEER, ENGINEER's Consultants and the officers, al s mish such other Bonds as are required by the directors , partners, employees, agents , other consultants, and subcontractors of each and any of r them from and against all claims, costs, losses, and B. All Bonds shall be in the form prescribed by damages (including but not limited to all fees and the Contract Documents except as provided otherwise charges of engineers, architects, attorneys, and other by Laws or Regulations, and shall be executed by _ professionals and all court or arbitration or other such sureties as are named in the current list of " Com- dispute resolution costs) arising out of or relating to a panies Holding Certificates of Authority as Acceptable Hazardous Environmental Condition, provided that Sureties on Federal Bonds and as Acceptable such Hazardous Environmental Condition : (i) was not Reinsuring Companies" as published in Circular 570 .. shown or indicated in the Drawings or Specifications (amended) by the Financial Management Service, or identified in the Contract Documents to be included Surety Bond Branch, U .S . Department of the within the scope of the Work, and ( ii) was not created Treasury. All Bonds signed by an agent must be r 020300700 - General CO HIWs.aoc Page 14 of 44 R9EngineeringZapitel Projede02094th Str Bridge Over Cood Otich=09-4fi Street Brldge Over Cwch 07-20-DSMM00700 - Genaral Cordifions.Coc accompanied by a certified copy of such agent's authority to act. 2. claims for damages because of bodily injury, occupational sickness or disease, C . If the surety on any Bond furnished by CON- or death of CONTRACTOR's employees ; TRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in any state 3 . claims for damages because of where any part of the Project is located or it ceases to bodily injury, sickness or disease, or death of meet the requirements of paragraph 5. 01 . 6, any person other than CONTRACTOR's CONTRACTOR shall within 20 days thereafter employees; substitute another Bond and surety, both of which shall comply with the requirements of paragraphs 4. claims for damages insured by 5.01 . 6 and 5 . 02. reasonably available personal injury liability coverage which are sustained: (i) by any person 5 . 02 Licensed Sureties and Insurers as a result of an offense directly or indirectly related to the employment of such person by A. All Bonds and insurance required by the CONTRACTOR, or (ii) by any other person for Contract Documents to be purchased and maintained any other reason ; by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed 5. claims for damages, other than to the or authorized in the jurisdiction in which the Project is Work itself, because of injury to or destruction located to issue Bonds or insurance policies for the of tangible property wherever located, including limits and coverages so required. Such surety and loss of use resulting therefrom ; and insurance companies shall also meet such additional requirements and qualifications as may be provided in 6. claims for damages because of the Supplementary Conditions. bodily injury or death of any person or property damage arising out of the ownership, mainte- 5 . 03 Certificates of Insurance nance or use of any motor vehicle. A. CONTRACTOR shall deliver to OWNER, with B. The policies of insurance so required by this copies to each additional insured identified in the paragraph 5.04 to be purchased and maintained shall: Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWN- 1 . with respect to insurance required by er ER or any other additional insured) which CON- paragraphs 5. 04.A.3 through 5. 04.A.6 inclusive, TRACTOR is required to purchase and maintain . include as additional insureds (subject to any Q%ArAlCo rhgill dalii, ,... 4 customary exclusion in respect of professional to each additional insured identified rSupple liability) OWNER, ENGINEER, ENGINEER's mentary Conditions, certify^ o insurance (and Consultants, and any other individuals or It evidence of nce requested by CONTRAC- entities identified in the Supplementary Condi- TOR o her additional insured) which OWNER tions, all of whom shall be listed as additional insureds, and include coverage for the respec- tive officers, directors, partners, employees, 5 . 04 CONTRACTOR's Liability Insurance agents, and other consultants and subcontractors of each and any of all such s A. CONTRACTOR shall purchase and maintain additional insureds, and the insurance afforded such liability and other insurance as is appropriate for to these additional insureds shall provide the Work being performed and as will provide primary coverage for all claims covered protection from claims set forth below which may arise thereby; out of or result from CONTRACTOR's performance of the Work and CONTRACTOR's other obligations 2. include at least the specific under the Contract Documents, whether it is to be per- coverages and be written for not less than the .. formed by CONTRACTOR, any Subcontractor or limits of liability provided in the Supplementary Supplier, or by anyone directly or indirectly employed Conditions or required by Laws or Regulations, by any of them to perform any of the Work, or by whichever is greater, anyone for whose acts any of them may be liable: 3. include completed operations 1 . claims under workers' compensation, insurance; disability benefits, and other similar employee r benefit acts; 0208-00700 - General Conditions.doc Pape 15 of " FAEngineering\Capilal Projecls10209-4th Street Mope Over Coocn Ditch10209 An Street Bridge Over Coach 07-20-06102094i0700 - General Conditions.oac ei Site which was not shown or indicated , or not property monuments by professionally qualified +� shown or indicated with reasonable accuracy in personnel. the Contract Documents , CONTRACTOR shall, promptly after becoming aware thereof and 4. 06 Hazardous Environmental Condition at Site r before further disturbing conditions affected thereby or performing any Work in connection A. Reports and Drawings: Reference is made to therewith (except in an emergency as required the Supplementary Conditions for the identification of by paragraph 6. 16.A) , identify the owner of those reports and drawings relating to a Hazardous +� such Underground Facility and give written Environmental Condition identified at the Site , if any, notice to that owner and to OWNER and ENGI- that have been utilized by the ENGINEER in the NEER. ENGINEER will promptly review the preparation of the Contract Documents. Underground Facility and determine the extent, if any, to which a change is required in the B. Limited Reliance by CONTRACTOR on Contract Documents to reflect and document Technical Data Authorized: CONTRACTOR may rely the consequences of the existence or location upon the general accuracy of the "technical data" of the Underground Facility. During such time, contained in such reports and drawings, but such CONTRACTOR shall be responsible for the reports and drawings are not Contract Documents. safety and protection of such Underground Such "technical data" is identified in the r Facility. Supplementary Conditions. Except for such reliance on such "technical data ," CONTRACTOR may not rely 2. If ENGINEER concludes that a upon or make any Claim against OWNER, change in the Contract Documents is required , ENGINEER or any of ENGINEER's Consultants with r a Work Change Directive or a Change Order respect to: will be issued to reflect and document such consequences. An equitable adjustment shall 1 . the completeness of such reports be made in the Contract Price or Contract and drawings for CONTRACTOR's purposes, Times, or both , to the extent that they are including, but not limited to, any aspects of the attributable to the existence or location of any means, methods, techniques, sequences and Underground Facility that was not shown or procedures of construction to be employed by r indicated or not shown or indicated with CONTRACTOR and safety precautions and reasonable accuracy in the Contract programs incident thereto; or Documents and that CONTRACTOR did not know of and could not reasonably have been 2. other data, interpretations, opinions expected to be aware of or to have anticipated. and information contained in such reports or If OWNER and CONTRACTOR are unable to shown or indicated in such drawings; or agree on entiflement to or on the amount or ,. extent, if any, of any such adjustment in 3. any CONTRACTOR interpretation of Contract Price or Contract Times, OWNER or or conclusion drawn from any "technical data' CONTRACTOR may make a Claim therefor as or any such other data, interpretations , opinions provided in paragraph 10.05. or information. r 4. 05 Reference Points C. CONTRACTOR shall not be responsible for any Hazardous Environmental Condition uncovered or r A. OWNER shall provide engineering surveys to revealed at the Site which was not shown or indicated establish reference points for construction which in in Drawings or Specifications or identified in the ENGINEER's judgment are necessary to enable Contract Documents to be within the scope of the CONTRACTOR to proceed with the Work. CON- Work. CONTRACTOR shall be responsible for a r TRACTOR shall be responsible for laying out the Hazardous Environmental Condition created with any Werk, shall protect and preserve the established materials brought to the Site by CONTRACTOR, reference points and property monuments, and shall Subcontractors, Suppliers , or anyone else for whom .. make no changes or relocations without the prior CONTRACTOR is responsible. written approval of OWNER. CONTRACTOR shall report to ENGINEER whenever any reference point or D. If CONTRACTOR encounters a Hazardous property monument is lost or destroyed or requires Environmental Condition or if CONTRACTOR or relocation because of necessary changes in grades or anyone for whom CONTRACTOR is responsible locations, and shall be responsible for the accurate creates a Hazardous Environmental Condition , replacement or relocation of such reference points or CONTRACTOR shall immediately: (i) secure or r otherwise isolate such condition; (il) stop all Work in 0208-00700 - General Cmdrtlonedoc Page 13 of 44 FiEnglneeringtCapital Praiecis102 th Street Bridge Over Gooch Dltrh102094th Street Bridge Over Cooch 07-2006W209Z0700 - General CmWitwns.doc i connection with such condition and in any area by CONTRACTOR or by anyone for whom affected thereby (except in an emergency as required CONTRACTOR is responsible. Nothing in this para- by paragraph 6. 16); and (iii) notify OWNER and ENGI- graph 4. 06. E shall obligate OWNER to indemnify any NEER (and promptly thereafter confirm such notice in individual or entity from and against the consequences writing ) . OWNER shall promptly consult with of that individual's or entity's own negligence. ENGINEER concerning the necessity for OWNER to retain a qualified expert to evaluate such condition or H . To the fullest extent permitted by Laws and take corrective action , if any. Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's E. CONTRACTOR shall not be required to Consultants , and the officers, directors, partners, resume Work in connection with such condition or in employees, agents, other consultants, and any affected area until after OWNER has obtained subcontractors of each and any of them from and any required permits related thereto and delivered to against all claims , costs, losses, and damages CONTRACTOR written notice: (i) specifying that such (including but not limited to all fees and charges of condition and any affected area is or has been engineers, architects, attorneys, and other rendered safe for the resumption of Work; or (ii) professionals and all court or arbitration or other specifying any special conditions under which such dispute resolution costs) arising out of or relating to a Work may be resumed safely. If OWNER and 'Hazardous Environmental Condition created by CONTRACTOR cannot agree as to entitlement to or CONTRACTOR or by anyone for whom on the amount or extent, if any, of any adjustment in CONTRACTOR is responsible. Nothing in this Contract Price or Contract Times , or both, as a result paragraph 4.06. E shall obligate CONTRACTOR to of such Work stoppage or such special conditions indemnify any individual or entity from and against the under which Work is agreed to be resumed by consequences of that individual's or entity's own negli- CONTRACTOR, either party may make a Claim gence. therefor as provided in paragraph 10. 05. I . The provisions of paragraphs 4.02 , 4. 03, and F . If after receipt of such written notice 4.04 are not intended to apply to a Hazardous .. CONTRACTOR does not agree to resume such Work Environmental Condition uncovered or revealed at the based on a reasonable belief it is unsafe, or does not Site. agree to resume such Work under such special condi- tions, then OWNER may order the portion of the Work that is in the area affected by such condition to be ARTICLE 5 - BONDS AND INSURANCE deleted from the Work. If OWNER and CON- TRACTOR cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract 5. 01 Performance, Payment, and Other Bonds Price or Contract Times as a result of deleting such portion of the Work, then either party may make a A. GG rRNG:FQR 'herr `umi Claim therefor as provided in paragraph 10. 05. and payment Bonds, each in an amount at lea ual OWNER may have such deleted portion of the Work to the Contract Price as security for the f ' I perfor- performed by OWNER's own forces or others in mance and payment of all TRACTOR's accordance with Article 7. obligations under the Contra ocuments. These r Bonds shall remain in ct at least until one year G. To the fullest extent permitted by Laws and after the date wh final payment becomes due, Regulations, OWNER shall indemnify and hold except as pro d otherwise by Laws or Regulations harmless CONTRACTOR, Subcontractors, ENGI- or by th ontract Documents. CONTRACTOR shall NEER, ENGINEER's Consultants and the officers, al s mish such other Bonds as are required by the directors , partners, employees, agents , other consultants, and subcontractors of each and any of r them from and against all claims, costs, losses, and B. All Bonds shall be in the form prescribed by damages (including but not limited to all fees and the Contract Documents except as provided otherwise charges of engineers, architects, attorneys, and other by Laws or Regulations, and shall be executed by _ professionals and all court or arbitration or other such sureties as are named in the current list of " Com- dispute resolution costs) arising out of or relating to a panies Holding Certificates of Authority as Acceptable Hazardous Environmental Condition, provided that Sureties on Federal Bonds and as Acceptable such Hazardous Environmental Condition : (i) was not Reinsuring Companies" as published in Circular 570 .. shown or indicated in the Drawings or Specifications (amended) by the Financial Management Service, or identified in the Contract Documents to be included Surety Bond Branch, U .S . Department of the within the scope of the Work, and ( ii) was not created Treasury. All Bonds signed by an agent must be r 020300700 - General CO HIWs.aoc Page 14 of 44 R9EngineeringZapitel Projede02094th Str Bridge Over Cood Otich=09-4fi Street Brldge Over Cwch 07-20-DSMM00700 - Genaral Cordifions.Coc nlrinlr=roe R6 , I. 4. include contractual liability insurance C:M��--•� covering CONTRACTOR's indemnity individuals or entities identified in e obligations under paragraphs 6 .07, 6 . 11 , and Supplementary Conditions, and the offic rs, 6 .20; directors, partners, employees, agents, and other consultants and subcontractors of sch 5. contain a provision or endorsement and any of them , each of whom is dee ed to that the coverage afforded will not be canceled , have an insurable interest and shall be I' ted as materially changed or renewal refused until at an additional insured ; least thirty days prior written notice has been given to OWNER and CONTRACTOR and to 2. be written on a Builder's Ri "all-risk" each other additional insured identified in the or open peril or special causes of oss policy Supplementary Conditions to whom a certificate form that shall at least include i urance for r of insurance has been issued (and the physical loss or damage to the ork, tempo- certificates of insurance fumished by the CON- rary buildings, false work, and aterials and TRACTOR pursuant to paragraph 5 , 03 will so equipment in transit, and shall i ure against at provide); least the following perils or cau es of loss: fire, r lightning, extended coverage, theft, vandalism 6. remain in effect at least until final and malicious mischief, ea quake, collapse, payment and at all times thereafter when CON- debris removal, demolition ccasioned by en- r TRACTOR may be correcting , removing , or forcement of Laws and egulations, water replacing defective Work in accordance with damage, and such other perils or causes of paragraph 13.07; and loss as may be specifi Ily required by the Supplementary Conditio ; r 7. with respect to completed operations insurance, and any insurance coverage written 3 , include exp nses incurred in the on a claims-made basis, remain in effect for at repair or replacemen of any insured property _ least two years after final payment (and (including but not lim ed to fees and charges of CONTRACTOR shall furnish OWNER and engineers and archi cts); each other additional insured identified in the 4 cover aterials and equipment Supplementary Conditions, to whom a 40111 certificate of insurance has been issued , stored at the Site rat another location that was evidence satisfactory to OWNER and any such agreed to in wd ng by OWNER prior to being additional insured of continuation of such incorporated i the Work, provided that such r insurance at final payment and one year materials and quipment have been included in thereafter). a/OA at'0 for Payment recommended by R; 5 .05 OWNER's LiabilityInsurance low for partial utilization of the Work provided by CONTRACTOR under pa 5.04 , r OWNER, at OWNER'S option purchase and include testing and startup; and maintain at OWNER'S se OWNER's own liability insurance as protect OWNER against claims be maintained in effect until final pay- insurance arise from operations under the Contract made unless otherwise agreed to in r by OWNER, CONTRACTOR, and ER with 30 days written notice to each 5. 06 Property Insurance ditional insured to whom a certificate of e has been issued . _ ess mentary Conditions , OWNER shall purcha and B OWNER shall purchase and maintain such maintain property insurance upon the W at the Site bone and machinery insurance or additional property in the amount of the full replace t cost thereof ins nca as may be required by the Supplementary (subject to such deductible ounts as may be Co ditions or Laws and Regulations which will include provided in the Supplem ry Conditions or required th bcontractors, ENGINEERinterests of NEENGIN CONTRACTOR, r by Laws and Regul s) . This insurance shall: sul nts, and any other individuals or entities identified in tjjinclude the interests of OWNER, eantraetarsENBtNEER, r 0209-00700 - Genal Cmddlons.doc Page 16 &44 FlEngineennglCapital Projects\02094th Street Bridge Over Coorh ORch\0209-41i Street Bridge Over Loom 07-20-00D209-00700 - General Condilions.doc r J knwn nn nenrnhle 'ntoroc4 �nrl eh nmnln listed as an insured or additional insured. other consultants and subcontractors of eac/aris' y of them for all losses and damages caused � g C. All the policies of insurance (a the certif- out of orresulting from any of the perils orof cates or other evidence thereof) re fired to be pur- loss covered by such policies and any othertychased and maintained in accor rice with paragraph insurance applicable to the Work; and, inon, 5.06 will contanaprovisior endorsement that the waive all such rights against Subcrs , coverage afforded will be canceled or materially ENGINEER, ENGINEER's Consultants, anher changed or renewal used until at least 30 days prior individuals or entities identified in the Supparywritten notice h een given to OWNER and CON- Conditions to be listed as insureds ornal TRACTOR d to each other additional insured to insureds (and the offcers, directors, partners, whom 9,dritificate of insurance has been issued and employees , agents, and other cons tants and . will ntain waiver provisions in accordance with subcontractors of each and any of them under such &.47 , policies for losses and damages so ca ed . None of the above waivers shall extend to the ights that any D. OWNER shall not be responsible for purchas- party making such waiver may have P the proceeds ing and maintaining any property insurance specified of insurance held by OWNER as tru9tee or otherwise in this paragraph 5. 06 to protect the interests of payable under any p/cosequenbal so issued . CONTRACTOR . Subcontractors, or others in the Work to the extent of any deductible amounts that are B . OWNER ves all rights against identified in the Supplementary Conditions. The risk CONTRACTOR, contrac rs, ENGINEER, of loss within such identified deductible amount will be ENGINEER's Consts, and a officers, directors, bome by CONTRACTOR, Subcontractors , or others partners , employeeents, nd other consultants suffering any such loss, and if any of them wishes and subcontractors ch an any of them for. property insurance coverage within the limits of such amounts, each may purchase and maintain it at the 1 . losto usiness interruption, loss " purchaser's own expense. of use, or otco sequential loss extending beyond direh ical loss or damageto E. if G9NT-RAGT-GR FeEluests In %' t OWNER's gor the Work caused by, other special insurance be included in the arty arising out ofsuiting from fire or other peril insurance policies provided under pa aph 5. 06 , whether or noured by OWNER; and OWNER shall, if possible, inclu such insurance, and the cast thereof will b arged to CONTRAC- 2. losamage to the completed Pro- TOR by appropriat ange Order or Written ject or part thf caused by, arising out of, or Amendment. P ' o commencement of the Work at resulting fr fire or other insured peril or the Site, ER shall in writing advise CONTRAC- cause of loss covered by any property TO ether or not such other insurance has been insurance aintained on the completed Project or part hereof by OWNER during partial utilizatio pursuant to paragraph 14. 05, after 5 . 07 Waiver of Rights Substa tial Completion pursuant to paragraph 14. 04, or after final payment pursuant to At. ntnn fro I para ph 14. 1 policies purchased in accordance with paragraph . 6 will protect OWNER, CONTR TOR, C. y insurance policy maintained by OWNER Subcontractors, ENGINEER, ENGINEE Consul- covering any loss , damage or consequential loss tants, and all other individuals or entiti dentified in referred to in paragraph 5.07. 6 shall contain the Supplementary Conditions to be . ted as insureds provisi ns to the effect that in the event of payment of / or additional insureds (and t officers, directors, any s ch loss , damage, or consequential loss, the partners, employees, agent and other consultants nsur rs will have no rights of recovery against and subcontractors of ea and any of them) in such CO TRACTOR, Subcontractors , ENGINEER, or / policies and will pro a primary coverage for all E INEER's Consultants and the officers, directors, losses and damag used by the perils or causes of p rtners, employees, agents, and other consultants loss covered th eby. All such policies shall contain provisions to a effect that in the event of payment of / any loss damage the insurers will have no rights of recov against any of the insureds or additional ns Xeds thereunder. OWNER and CONTRACTOR 020&00700 - General Condigom.doc Page 17 of 44 F:IE neennglCapft i Prge0e102094th Street Bridge Over Ceooh MCM0209<th Street Bridge Over Cooch 07-20-OSZ209-00700 - General CondHione.doc accompanied by a certified copy of such agent's authority to act. 2. claims for damages because of bodily injury, occupational sickness or disease, C . If the surety on any Bond furnished by CON- or death of CONTRACTOR's employees ; TRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in any state 3 . claims for damages because of where any part of the Project is located or it ceases to bodily injury, sickness or disease, or death of meet the requirements of paragraph 5. 01 . 6, any person other than CONTRACTOR's CONTRACTOR shall within 20 days thereafter employees; substitute another Bond and surety, both of which shall comply with the requirements of paragraphs 4. claims for damages insured by 5.01 . 6 and 5 . 02. reasonably available personal injury liability coverage which are sustained: (i) by any person 5 . 02 Licensed Sureties and Insurers as a result of an offense directly or indirectly related to the employment of such person by A. All Bonds and insurance required by the CONTRACTOR, or (ii) by any other person for Contract Documents to be purchased and maintained any other reason ; by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed 5. claims for damages, other than to the or authorized in the jurisdiction in which the Project is Work itself, because of injury to or destruction located to issue Bonds or insurance policies for the of tangible property wherever located, including limits and coverages so required. Such surety and loss of use resulting therefrom ; and insurance companies shall also meet such additional requirements and qualifications as may be provided in 6. claims for damages because of the Supplementary Conditions. bodily injury or death of any person or property damage arising out of the ownership, mainte- 5 . 03 Certificates of Insurance nance or use of any motor vehicle. A. CONTRACTOR shall deliver to OWNER, with B. The policies of insurance so required by this copies to each additional insured identified in the paragraph 5.04 to be purchased and maintained shall: Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWN- 1 . with respect to insurance required by er ER or any other additional insured) which CON- paragraphs 5. 04.A.3 through 5. 04.A.6 inclusive, TRACTOR is required to purchase and maintain . include as additional insureds (subject to any Q%ArAlCo rhgill dalii, ,... 4 customary exclusion in respect of professional to each additional insured identified rSupple liability) OWNER, ENGINEER, ENGINEER's mentary Conditions, certify^ o insurance (and Consultants, and any other individuals or It evidence of nce requested by CONTRAC- entities identified in the Supplementary Condi- TOR o her additional insured) which OWNER tions, all of whom shall be listed as additional insureds, and include coverage for the respec- tive officers, directors, partners, employees, 5 . 04 CONTRACTOR's Liability Insurance agents, and other consultants and subcontractors of each and any of all such s A. CONTRACTOR shall purchase and maintain additional insureds, and the insurance afforded such liability and other insurance as is appropriate for to these additional insureds shall provide the Work being performed and as will provide primary coverage for all claims covered protection from claims set forth below which may arise thereby; out of or result from CONTRACTOR's performance of the Work and CONTRACTOR's other obligations 2. include at least the specific under the Contract Documents, whether it is to be per- coverages and be written for not less than the .. formed by CONTRACTOR, any Subcontractor or limits of liability provided in the Supplementary Supplier, or by anyone directly or indirectly employed Conditions or required by Laws or Regulations, by any of them to perform any of the Work, or by whichever is greater, anyone for whose acts any of them may be liable: 3. include completed operations 1 . claims under workers' compensation, insurance; disability benefits, and other similar employee r benefit acts; 0208-00700 - General Conditions.doc Pape 15 of " FAEngineering\Capilal Projecls10209-4th Street Mope Over Coocn Ditch10209 An Street Bridge Over Coach 07-20-06102094i0700 - General Conditions.oac ei nlrinlr=roe R6 , I. 4. include contractual liability insurance C:M��--•� covering CONTRACTOR's indemnity individuals or entities identified in e obligations under paragraphs 6 .07, 6 . 11 , and Supplementary Conditions, and the offic rs, 6 .20; directors, partners, employees, agents, and other consultants and subcontractors of sch 5. contain a provision or endorsement and any of them , each of whom is dee ed to that the coverage afforded will not be canceled , have an insurable interest and shall be I' ted as materially changed or renewal refused until at an additional insured ; least thirty days prior written notice has been given to OWNER and CONTRACTOR and to 2. be written on a Builder's Ri "all-risk" each other additional insured identified in the or open peril or special causes of oss policy Supplementary Conditions to whom a certificate form that shall at least include i urance for r of insurance has been issued (and the physical loss or damage to the ork, tempo- certificates of insurance fumished by the CON- rary buildings, false work, and aterials and TRACTOR pursuant to paragraph 5 , 03 will so equipment in transit, and shall i ure against at provide); least the following perils or cau es of loss: fire, r lightning, extended coverage, theft, vandalism 6. remain in effect at least until final and malicious mischief, ea quake, collapse, payment and at all times thereafter when CON- debris removal, demolition ccasioned by en- r TRACTOR may be correcting , removing , or forcement of Laws and egulations, water replacing defective Work in accordance with damage, and such other perils or causes of paragraph 13.07; and loss as may be specifi Ily required by the Supplementary Conditio ; r 7. with respect to completed operations insurance, and any insurance coverage written 3 , include exp nses incurred in the on a claims-made basis, remain in effect for at repair or replacemen of any insured property _ least two years after final payment (and (including but not lim ed to fees and charges of CONTRACTOR shall furnish OWNER and engineers and archi cts); each other additional insured identified in the 4 cover aterials and equipment Supplementary Conditions, to whom a 40111 certificate of insurance has been issued , stored at the Site rat another location that was evidence satisfactory to OWNER and any such agreed to in wd ng by OWNER prior to being additional insured of continuation of such incorporated i the Work, provided that such r insurance at final payment and one year materials and quipment have been included in thereafter). a/OA at'0 for Payment recommended by R; 5 .05 OWNER's LiabilityInsurance low for partial utilization of the Work provided by CONTRACTOR under pa 5.04 , r OWNER, at OWNER'S option purchase and include testing and startup; and maintain at OWNER'S se OWNER's own liability insurance as protect OWNER against claims be maintained in effect until final pay- insurance arise from operations under the Contract made unless otherwise agreed to in r by OWNER, CONTRACTOR, and ER with 30 days written notice to each 5. 06 Property Insurance ditional insured to whom a certificate of e has been issued . _ ess mentary Conditions , OWNER shall purcha and B OWNER shall purchase and maintain such maintain property insurance upon the W at the Site bone and machinery insurance or additional property in the amount of the full replace t cost thereof ins nca as may be required by the Supplementary (subject to such deductible ounts as may be Co ditions or Laws and Regulations which will include provided in the Supplem ry Conditions or required th bcontractors, ENGINEERinterests of NEENGIN CONTRACTOR, r by Laws and Regul s) . This insurance shall: sul nts, and any other individuals or entities identified in tjjinclude the interests of OWNER, eantraetarsENBtNEER, r 0209-00700 - Genal Cmddlons.doc Page 16 &44 FlEngineennglCapital Projects\02094th Street Bridge Over Coorh ORch\0209-41i Street Bridge Over Loom 07-20-00D209-00700 - General Condilions.doc r Ilk 5. 08 Receipt and Application of Insurance and a Change Order shall be issued to adjust the Proceeds Contract Price accordingly. ., 5 . 10 Partial Utilization, Acknowledgment of insurance required by paragraph 5.06 will be adjus d Property Insurer with OWNER and made payable to OWNE as fiduciary for the insureds , as their interest may A. If OWNER finds it necessary to occupy or use appear, subject to the requirements of any a licable a portion or portions of the Work prior to Substantial mortgage clause and of paragraph 5.08. 6 OWNER Completion of all the Work as provided in paragraph shall deposit in a separate account an money so 14. 05, no such use or occupancy shall commence received and shall distribute it in accord ce with such before the insurers providing the property insurance agreement as the parties in interest ay reach . If no pursuant to paragraph 5.06 have acknowledged notice r other special agreement is reach d, the damaged thereof and in writing effected any changes in cover- Work shall be repaired or repla d , the moneys so age necessitated thereby. The insurers providing the received applied on account t reof, and the Work property insurance shall consent by endorsement on aZ he cost thereof cove d by an appropriate the not becanor celed , but the ermittedto apseroperty snsurance shall on account of e Order or Written A ndment. p any such partial use or occupancy. . OWNER as fi uciary shall have power to and settle any ss with the insurers unless one parties in inte st shall object in writing within 15 ARTICLE 6 - CONTRACTOR' S RESPONSIBILITIES after the ccurrence of loss to OWNER's ise of thi power. If such objection be made, ER as f uciary shad make settlement with the 6. 01 Supervision and Superintendence rs in ccordance with such agreement as the s in ' terest may reach. If no such agreement A. CONTRACTOR shall supervise, inspect, and g a parties in interest is reached, OWNER as direct the Work competently and efficiently, devoting ■ shall adjust and settle the loss with the such attention thereto and applying such skills and rs and, if required in writing by any parry in expertise as may be necessary to perform the Work in st, OWNER as fiduciary shall give bond for the accordance with the Contract Documents. CON- deo. TRACTOR shall be solely responsible for the means, methods, techniques, sequences, and procedures of 5 .09 Acceptance Of Bonds and Insurance; Option construction, but CONTRACTOR shall not be to Replace responsible for the negligence of OWNER or ■ ENGINEER in the design or specification of a specific A. If either OWNER or CONTRACTOR has any means, method, technique, sequence, or procedure of objection to the coverage afforded by or other provi- construction which is shown or indicated in and Will sions of the Bonds or insurance required to be expressly required by the Contract Documents. CON- purchased and maintained by the other party in accor- TRACTOR shall be responsible to see that the dance with Article 5 on the basis of non-conformance completed Work complies accurately with the Contract with the Contract Documents, the objecting party shall Documents. ■ so notify the other parry in writing within 10 days after receipt of the certificates (or other evidence B. At all times during the progress of the Work, requested) required by paragraph 2.05.C . OWNER CONTRACTOR shall assign a competent resident and CONTRACTOR shall each provide to the other superintendent thereto who shall not be replaced such additional information in respect of insurance without written notice to OWNER and ENGINEER provided as the other may reasonably request. If except under extraordinary circumstances. The either party does not purchase or maintain all of the superintendent will be CONTRACTOR's ■ Bonds and insurance required of such party by the representative at the Site and shall have authority to Contract Documents, such parry shall notify the other act on behalf of CONTRACTOR . All communications party in writing of such failure to purchase prior to the given to or received from the superintendent shall be start of the Work, or of such failure to maintain prior to binding on CONTRACTOR. any change in the required coverage. Without prejudice to any other right or remedy, the other party 6 .02 Labor, Working Hours may elect to obtain equivalent Bonds or insurance to ` protect such other party's interests at the expense of A. CONTRACTOR shall provide competent, the party who was required to provide such coverage, suited personnel to survey, lay out and coonstructthe bly ffWork as required by the Contract Docu- r 0209-0 71M - General Canditions.doc Page 18 of 44 F.lEngmeenng\Gapital Projects10209-4th Street Bridge Over Coouh Diteh\0209-61h Street Bridge Over Coom 07-20-08102094)0700 - General CondiHom.doc ments. CONTRACTOR shall at all times maintain ly will comply with any provisions of the General good discipline and order at the Site. Requirements applicable thereto. B. Except as otherwise required for the safety or 2 . Proposed adjustments in the protection of persons or the Work or property at the progress schedule that will change the Contract Site or adjacent thereto, and except as otherwise Times (or Milestones) shall be submitted in stated in the Contract Documents, all Work at the Site accordance with the requirements of Article 12. shall be performed during regular working hours, and Such adjustments may only be made by a CONTRACTOR will not permit overtime work or the Change Order or Written Amendment in accor- performance of Work on Saturday, Sunday, or any dance with Article 12. legal holiday without OWNER's written consent (which + will not be unreasonably withheld) given after prior 6 . 05 Substitutes and "Or-Equals" written notice to ENGINEER. A. Whenever an item of material or equipment is specified or described in the Contract Documents by 6 . 03 Services, Materials, and Equipment using the name of a proprietary item or the name of a particular Supplier, the specification or description is A. Unless otherwise specified in the General Re- intended to establish the type, function , appearance, quirements, CONTRACTOR shall provide and and quality required. Unless the specification or assume full responsibility for all services, materials, description contains or is followed by words reading equipment, labor, transportation, construction that no like, equivalent, or "or-equal" item or no equipment and machinery, tools, appliances, fuel, substitution is permitted , other items of material or + power, light, heat, telephone, water, sanitary facilities, equipment or material or equipment of other Suppliers temporary facilities, and all other facilities and may be submitted to ENGINEER for review under the incidentals necessary for the performance, testing, circumstances described below. + start-up, and completion of the Work. 1 . "Or-Equal" items: If in ENGINEER' S B. All materials and equipment incorporated into sole discretion an item of material or equipment the Work shall be as specified or, if not specified, shall proposed by CONTRACTOR is functionally be of good quality and new, except as otherwise equal to that named and sufficiently similar so provided in the Contract Documents. All warranties that no change in related Work will be required, and guarantees specifically called for by the Specifica- it may be considered by ENGINEER as an tions shall expressly run to the benefit of OWNER. If "or-equal" item, in which case review and required by ENGINEER, CONTRACTOR shall furnish approval of the proposed item may, in satisfactory evidence (including reports of required ENGINEER's sole discretion, be accomplished tests) as to the source, kind , and quality of materials without compliance with some or all of the + and equipment. All materials and equipment shall be requirements for approval of proposed substi- stored , applied , installed , connected, erected , tute items. For the purposes of this paragraph protected, used , cleaned , and conditioned in 6. 05.A. 1 , a proposed item of material or accordance with instructions of the applicable equipment will be considered functionally equal Supplier, except as otherwise may be provided in the to an item so named if: Contract Documents. a. in the exercise of reasonable + 6 .04 Progress Schedule judgment ENGINEER determines that: (i) it is at least equal in quality, durability, A. CONTRACTOR shall adhere to the progress appearance, strength , and design + schedule established in accordance with paragraph characteristics; (ii) it will reliably perform at 2 .07 as it may be adjusted from time to time as least equally well the function imposed by provided below. the design concept of the completed Project as a functioning whole, and; + 1 . CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indi- b . CONTRACTOR certifies that: (i) cated in paragraph 2. 07) proposed adjustments there is no increase in cost to the OWNER; in the progress schedule that will not result in and (ii) it will conform substantially, even + changing the Contract Times (or Milestones). with deviations, to the detailed requirements Such adjustments will conform generally to the of the item named in the Contract progress schedule then in effect and additional- Documents. + 0209-00700 - General ContlBions.doc Page 19 of " RTivmennglCapitel PraJeaSM094th Street Bridge Over Coorh Oiteh102093 h Street Bridge Over Coorh 07-20-Ofi10209-00700 - General Conditions.d= + J knwn nn nenrnhle 'ntoroc4 �nrl eh nmnln listed as an insured or additional insured. other consultants and subcontractors of eac/aris' y of them for all losses and damages caused � g C. All the policies of insurance (a the certif- out of orresulting from any of the perils orof cates or other evidence thereof) re fired to be pur- loss covered by such policies and any othertychased and maintained in accor rice with paragraph insurance applicable to the Work; and, inon, 5.06 will contanaprovisior endorsement that the waive all such rights against Subcrs , coverage afforded will be canceled or materially ENGINEER, ENGINEER's Consultants, anher changed or renewal used until at least 30 days prior individuals or entities identified in the Supparywritten notice h een given to OWNER and CON- Conditions to be listed as insureds ornal TRACTOR d to each other additional insured to insureds (and the offcers, directors, partners, whom 9,dritificate of insurance has been issued and employees , agents, and other cons tants and . will ntain waiver provisions in accordance with subcontractors of each and any of them under such &.47 , policies for losses and damages so ca ed . None of the above waivers shall extend to the ights that any D. OWNER shall not be responsible for purchas- party making such waiver may have P the proceeds ing and maintaining any property insurance specified of insurance held by OWNER as tru9tee or otherwise in this paragraph 5. 06 to protect the interests of payable under any p/cosequenbal so issued . CONTRACTOR . Subcontractors, or others in the Work to the extent of any deductible amounts that are B . OWNER ves all rights against identified in the Supplementary Conditions. The risk CONTRACTOR, contrac rs, ENGINEER, of loss within such identified deductible amount will be ENGINEER's Consts, and a officers, directors, bome by CONTRACTOR, Subcontractors , or others partners , employeeents, nd other consultants suffering any such loss, and if any of them wishes and subcontractors ch an any of them for. property insurance coverage within the limits of such amounts, each may purchase and maintain it at the 1 . losto usiness interruption, loss " purchaser's own expense. of use, or otco sequential loss extending beyond direh ical loss or damageto E. if G9NT-RAGT-GR FeEluests In %' t OWNER's gor the Work caused by, other special insurance be included in the arty arising out ofsuiting from fire or other peril insurance policies provided under pa aph 5. 06 , whether or noured by OWNER; and OWNER shall, if possible, inclu such insurance, and the cast thereof will b arged to CONTRAC- 2. losamage to the completed Pro- TOR by appropriat ange Order or Written ject or part thf caused by, arising out of, or Amendment. P ' o commencement of the Work at resulting fr fire or other insured peril or the Site, ER shall in writing advise CONTRAC- cause of loss covered by any property TO ether or not such other insurance has been insurance aintained on the completed Project or part hereof by OWNER during partial utilizatio pursuant to paragraph 14. 05, after 5 . 07 Waiver of Rights Substa tial Completion pursuant to paragraph 14. 04, or after final payment pursuant to At. ntnn fro I para ph 14. 1 policies purchased in accordance with paragraph . 6 will protect OWNER, CONTR TOR, C. y insurance policy maintained by OWNER Subcontractors, ENGINEER, ENGINEE Consul- covering any loss , damage or consequential loss tants, and all other individuals or entiti dentified in referred to in paragraph 5.07. 6 shall contain the Supplementary Conditions to be . ted as insureds provisi ns to the effect that in the event of payment of / or additional insureds (and t officers, directors, any s ch loss , damage, or consequential loss, the partners, employees, agent and other consultants nsur rs will have no rights of recovery against and subcontractors of ea and any of them) in such CO TRACTOR, Subcontractors , ENGINEER, or / policies and will pro a primary coverage for all E INEER's Consultants and the officers, directors, losses and damag used by the perils or causes of p rtners, employees, agents, and other consultants loss covered th eby. All such policies shall contain provisions to a effect that in the event of payment of / any loss damage the insurers will have no rights of recov against any of the insureds or additional ns Xeds thereunder. OWNER and CONTRACTOR 020&00700 - General Condigom.doc Page 17 of 44 F:IE neennglCapft i Prge0e102094th Street Bridge Over Ceooh MCM0209<th Street Bridge Over Cooch 07-20-OSZ209-00700 - General CondHione.doc Ilk 5. 08 Receipt and Application of Insurance and a Change Order shall be issued to adjust the Proceeds Contract Price accordingly. ., 5 . 10 Partial Utilization, Acknowledgment of insurance required by paragraph 5.06 will be adjus d Property Insurer with OWNER and made payable to OWNE as fiduciary for the insureds , as their interest may A. If OWNER finds it necessary to occupy or use appear, subject to the requirements of any a licable a portion or portions of the Work prior to Substantial mortgage clause and of paragraph 5.08. 6 OWNER Completion of all the Work as provided in paragraph shall deposit in a separate account an money so 14. 05, no such use or occupancy shall commence received and shall distribute it in accord ce with such before the insurers providing the property insurance agreement as the parties in interest ay reach . If no pursuant to paragraph 5.06 have acknowledged notice r other special agreement is reach d, the damaged thereof and in writing effected any changes in cover- Work shall be repaired or repla d , the moneys so age necessitated thereby. The insurers providing the received applied on account t reof, and the Work property insurance shall consent by endorsement on aZ he cost thereof cove d by an appropriate the not becanor celed , but the ermittedto apseroperty snsurance shall on account of e Order or Written A ndment. p any such partial use or occupancy. . OWNER as fi uciary shall have power to and settle any ss with the insurers unless one parties in inte st shall object in writing within 15 ARTICLE 6 - CONTRACTOR' S RESPONSIBILITIES after the ccurrence of loss to OWNER's ise of thi power. If such objection be made, ER as f uciary shad make settlement with the 6. 01 Supervision and Superintendence rs in ccordance with such agreement as the s in ' terest may reach. If no such agreement A. CONTRACTOR shall supervise, inspect, and g a parties in interest is reached, OWNER as direct the Work competently and efficiently, devoting ■ shall adjust and settle the loss with the such attention thereto and applying such skills and rs and, if required in writing by any parry in expertise as may be necessary to perform the Work in st, OWNER as fiduciary shall give bond for the accordance with the Contract Documents. CON- deo. TRACTOR shall be solely responsible for the means, methods, techniques, sequences, and procedures of 5 .09 Acceptance Of Bonds and Insurance; Option construction, but CONTRACTOR shall not be to Replace responsible for the negligence of OWNER or ■ ENGINEER in the design or specification of a specific A. If either OWNER or CONTRACTOR has any means, method, technique, sequence, or procedure of objection to the coverage afforded by or other provi- construction which is shown or indicated in and Will sions of the Bonds or insurance required to be expressly required by the Contract Documents. CON- purchased and maintained by the other party in accor- TRACTOR shall be responsible to see that the dance with Article 5 on the basis of non-conformance completed Work complies accurately with the Contract with the Contract Documents, the objecting party shall Documents. ■ so notify the other parry in writing within 10 days after receipt of the certificates (or other evidence B. At all times during the progress of the Work, requested) required by paragraph 2.05.C . OWNER CONTRACTOR shall assign a competent resident and CONTRACTOR shall each provide to the other superintendent thereto who shall not be replaced such additional information in respect of insurance without written notice to OWNER and ENGINEER provided as the other may reasonably request. If except under extraordinary circumstances. The either party does not purchase or maintain all of the superintendent will be CONTRACTOR's ■ Bonds and insurance required of such party by the representative at the Site and shall have authority to Contract Documents, such parry shall notify the other act on behalf of CONTRACTOR . All communications party in writing of such failure to purchase prior to the given to or received from the superintendent shall be start of the Work, or of such failure to maintain prior to binding on CONTRACTOR. any change in the required coverage. Without prejudice to any other right or remedy, the other party 6 .02 Labor, Working Hours may elect to obtain equivalent Bonds or insurance to ` protect such other party's interests at the expense of A. CONTRACTOR shall provide competent, the party who was required to provide such coverage, suited personnel to survey, lay out and coonstructthe bly ffWork as required by the Contract Docu- r 0209-0 71M - General Canditions.doc Page 18 of 44 F.lEngmeenng\Gapital Projects10209-4th Street Bridge Over Coouh Diteh\0209-61h Street Bridge Over Coom 07-20-08102094)0700 - General CondiHom.doc 2. Substitute Items directly or indirectly from use of such substitute item, including costs of redesign • a. If in ENGINEER's sole discretion an and claims of other contractors affected by item of material or equipment proposed by any resulting change , all of which will be CONTRACTOR does not qualify as an considered by ENGINEER in evaluating the • "or-equal" item under paragraph 6. 05.A. 1 , it proposed substitute item . ENGINEER may will be considered a proposed substitute require CONTRACTOR to furnish additional item . data about the proposed substitute item. + b. CONTRACTOR shall submit suffi- B. Substitute Construction Methods or Proce- cient information as provided below to allow dures: If a specific means, method , technique, se- ENGINEER to determine that the item of quence, or procedure of construction is shown or + material or equipment proposed is indicated in and expressly required by the Contract essentially equivalent to that named and an Documents, CONTRACTOR may furnish or utilize a acceptable substitute therefor. Requests for substitute means, method , technique, sequence , or review of proposed substitute items of procedure of construction approved by ENGINEER. material or equipment will not be accepted CONTRACTOR shall submit sufficient information to by ENGINEER from anyone other than allow ENGINEER, in ENGINEER's sole discretion , to CONTRACTOR. determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. • c. The procedure for review by ENGI- The procedure for review by ENGINEER will be similar NEER will be as set forth in paragraph to that provided in subparagraph 6.05.A.2. 6 .05.A.2. d, as supplemented in the General + ENGINEER will be Requirements and as ENGINEER may C. Engineers Evaluation: ci dide is appropriate under the allowed a reasonable time within which to evaluate circumstances. each proposal or submittal made pursuant to para- graphs 6. 05.A and 6.05 . 13. ENGINEER will be the • d. CONTRACTOR shall first make sole judge of acceptability. No "or-equal" or substitute written application to ENGINEER for review will be ordered , installed or utilized until ENGINEER's of a proposed substitute item of material or review is complete, which will be evidenced by either a + equipment that CONTRACTOR seeks to Change Order for a substitute or an approved Shop furnish or use. The application shall certify Drawing for an "or equal." ENGINEER will advise that the proposed substitute item will CONTRACTOR in writing of any negative perform adequately the functions and determination. achieve the results called for by the general design , be similar in substance to that D. Special Guarantee: OWNER may require specified, and be suited to the same use as CONTRACTOR to furnish at CONTRACTOR'S • that specified. The application will state the pense a special performance guarantee or other extent, if any, to which the use of the pro- surety with respect to any substitute. posed substitute item will prejudice CONTRACTOR's achievement of Substan- E. ENGINEER's Cost Reimbursement • tial Completion on time, whether or not use ENGINEER will record time required by ENGINEER Of the proposed substitute item in the Work and ENGINEER's Consultants in evaluating substitute will require a change in any of the Contract proposed or submitted by CONTRACTOR pursuant to • Documents (or in the provisions of any other paragraphs 6.05.A.2 and 6.05. 6 and in making direct contract with OWNER for work on the changes in the Contract Documents (or in the Project) to adapt the design to the proposed provisions of any other direct contract with OWNER substitute item and whether or not for work on the Project) occasioned thereby. Whether • incorporation or use of the proposed substi- or not ENGINEER approves a substitute item so pro- tute item in connection with the Work is sub- posed or submitted by CONTRACTOR, CON- ject to payment of any license fee or royalty. TRACTOR shall reimburse OWNER for the charges • All variations of the proposed substitute of ENGINEER and ENGINEER's Consultants for item from that specified will be identified in evaluating each such proposed substitute. the application , and available engineering, sales, maintenance, repair, and F. CONTRACTOR's Expense: CONTRACTOR • replacement services will be indicated. The shall provide all data in support of any proposed application will also contain an itemized esti- substitute or "Or-equal" at CONTRACTOR's expense. mate of all costs or credits that will result + 02094)0700 - General Conditions.dac Page 20 of 44 F:%Engineenng\Capital ProjectsW209-4th Street Bridge Over Cootl Dilch=2 41h Street Bridge Over Cooch 07-20-0610209-00700 - General Conoitions.doc • 6. 06 Concerning Subcontractors, Suppliers, tractors , Suppliers, and other individuals or entities and Others performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. A. CONTRACTOR shall not employ any Subcontractor, Supplier, or other individual or entity E. CONTRACTOR shall require all Subcontrac- (including those acceptable to OWNER as indicated in tors, Suppliers, and such other individuals or entities paragraph 6 .06. 8) , whether initially or as a performing or furnishing any of the Work to commu- replacement, against whom OWNER may have nicate with ENGINEER through CONTRACTOR . reasonable objection . CONTRACTOR shall not be required to employ any Subcontractor, Supplier, or F. The divisions and sections of the Specifica- other individual or entity to furnish or perform any of tions and the identifications of any Drawings shall not VON the Work against whom CONTRACTOR has reason- control CONTRACTOR in dividing the Work among able objection . Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. B. If the Supplementary Conditions require the a identity of certain Subcontractors, Suppliers, or other G. All Work performed for CONTRACTOR by a individuals or entities to be submitted to OWNER in Subcontractor or Supplier will be pursuant to an advance for acceptance by OWNER by a specified appropriate agreement between CONTRACTOR and date prior to the Effective Date of the Agreement, and the Subcontractor or Supplier which specifically binds if CONTRACTOR has submitted a list thereof in the Subcontractor or Supplier to the applicable terms accordance with the Supplementary Conditions, and conditions of the Contract Documents for the OWNER's acceptance (either in writing or by failing to benefit of OWNER and ENGINEER. Whenever any 4111 make written objection thereto by the date indicated such agreement is with a Subcontractor or Supplier for acceptance or objection in the Bidding Documents who is listed as an additional insured on the property or the Contract Documents) of any such Subcon- insurance provided in paragraph 5.06, the -6greement • tractor, Supplier, or other individual or entity so between the CONTRACTOR and the Subcontractor identified may be revoked on the basis of reasonable or Supplier will contain provisions whereby the objection after due investigation. CONTRACTOR Subcontractor or Supplier waives all rights against shall submit an acceptable replacement for the OWNER, CONTRACTOR, ENGINEER, ENGINEER's • rejected Subcontractor, Supplier, or other individual or Consultants, and all other individuals or entities entity, and the Contract Price will be adjusted by the identified in the Supplementary Conditions to be listed difference in the cost occasioned by such as insureds or additional insureds (and the officers, SO replacement, and an. appropriate Change Order will be directors, partners, employees , agents, and other issued or Written Amendment signed. No acceptance consultants and subcontractors of each and any of by OWNER of any such Subcontractor, Supplier, or them) for all losses and damages caused by, arising other individual or entity, whether initially or as a out of, relating to, or resulting from any of the perils or s replacement, shall constitute a waiver of any right of causes of loss covered by such policies and any other OWNER or ENGINEER to reject defective Work. property insurance applicable to the Work. If the insurers on any such policies require separate waiver C. CONTRACTOR shall be fully responsible to forms to be signed by any Subcontractor or Supplier, OWNER and ENGINEER for all acts and omissions of CONTRACTOR will obtain the same. the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just 6. 07 Patent Fees and Royalties MW as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in A. CONTRACTOR shall pay all license fees and the Contract Documents shall create for the benefit of royalties and assume all costs incident to the use in AM any such Subcontractor, Supplier, or other individual the performance of the Work or the incorporation in or entity any contractual relationship between OWNER the Work of any invention, design , process, product, or ENGINEER and any such Subcontractor, Supplier or device which is the subject of patent rights or or other individual or entity, nor shall it create any copyrights held by others . If a particular invention , MIN obligation on the part of OWNER or ENGINEER to design, process, product, or device is specified in the pay or to see to the payment of any moneys due any Contract Documents for use in the performance of the such Subcontractor, Supplier, or other individual or Work and if to the actual knowledge of OWNER or entity except as may otherwise be required by Laws ENGINEER its use is subject to patent rights or and Regulations. copyrights calling for the payment of any license fee or royalty to others , the existence of such rights shall be D. CONTRACTOR shall be solely responsible disclosed by OWNER in the Contract Documents. To for scheduling and coordinating the Work of Subcon- the fullest extent permitted by Laws and Regulations, 020&00700 - General Ca Hiomdoc Page 21 of 44 FlEngineeringlCaPital Projecls10209-4th Street Bridge Over Conch Dftch1020941h Street Bridge Over CmW 07-20.061020&00700 - General Condidom.doc • ments. CONTRACTOR shall at all times maintain ly will comply with any provisions of the General good discipline and order at the Site. Requirements applicable thereto. B. Except as otherwise required for the safety or 2 . Proposed adjustments in the protection of persons or the Work or property at the progress schedule that will change the Contract Site or adjacent thereto, and except as otherwise Times (or Milestones) shall be submitted in stated in the Contract Documents, all Work at the Site accordance with the requirements of Article 12. shall be performed during regular working hours, and Such adjustments may only be made by a CONTRACTOR will not permit overtime work or the Change Order or Written Amendment in accor- performance of Work on Saturday, Sunday, or any dance with Article 12. legal holiday without OWNER's written consent (which + will not be unreasonably withheld) given after prior 6 . 05 Substitutes and "Or-Equals" written notice to ENGINEER. A. Whenever an item of material or equipment is specified or described in the Contract Documents by 6 . 03 Services, Materials, and Equipment using the name of a proprietary item or the name of a particular Supplier, the specification or description is A. Unless otherwise specified in the General Re- intended to establish the type, function , appearance, quirements, CONTRACTOR shall provide and and quality required. Unless the specification or assume full responsibility for all services, materials, description contains or is followed by words reading equipment, labor, transportation, construction that no like, equivalent, or "or-equal" item or no equipment and machinery, tools, appliances, fuel, substitution is permitted , other items of material or + power, light, heat, telephone, water, sanitary facilities, equipment or material or equipment of other Suppliers temporary facilities, and all other facilities and may be submitted to ENGINEER for review under the incidentals necessary for the performance, testing, circumstances described below. + start-up, and completion of the Work. 1 . "Or-Equal" items: If in ENGINEER' S B. All materials and equipment incorporated into sole discretion an item of material or equipment the Work shall be as specified or, if not specified, shall proposed by CONTRACTOR is functionally be of good quality and new, except as otherwise equal to that named and sufficiently similar so provided in the Contract Documents. All warranties that no change in related Work will be required, and guarantees specifically called for by the Specifica- it may be considered by ENGINEER as an tions shall expressly run to the benefit of OWNER. If "or-equal" item, in which case review and required by ENGINEER, CONTRACTOR shall furnish approval of the proposed item may, in satisfactory evidence (including reports of required ENGINEER's sole discretion, be accomplished tests) as to the source, kind , and quality of materials without compliance with some or all of the + and equipment. All materials and equipment shall be requirements for approval of proposed substi- stored , applied , installed , connected, erected , tute items. For the purposes of this paragraph protected, used , cleaned , and conditioned in 6. 05.A. 1 , a proposed item of material or accordance with instructions of the applicable equipment will be considered functionally equal Supplier, except as otherwise may be provided in the to an item so named if: Contract Documents. a. in the exercise of reasonable + 6 .04 Progress Schedule judgment ENGINEER determines that: (i) it is at least equal in quality, durability, A. CONTRACTOR shall adhere to the progress appearance, strength , and design + schedule established in accordance with paragraph characteristics; (ii) it will reliably perform at 2 .07 as it may be adjusted from time to time as least equally well the function imposed by provided below. the design concept of the completed Project as a functioning whole, and; + 1 . CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indi- b . CONTRACTOR certifies that: (i) cated in paragraph 2. 07) proposed adjustments there is no increase in cost to the OWNER; in the progress schedule that will not result in and (ii) it will conform substantially, even + changing the Contract Times (or Milestones). with deviations, to the detailed requirements Such adjustments will conform generally to the of the item named in the Contract progress schedule then in effect and additional- Documents. + 0209-00700 - General ContlBions.doc Page 19 of " RTivmennglCapitel PraJeaSM094th Street Bridge Over Coorh Oiteh102093 h Street Bridge Over Coorh 07-20-Ofi10209-00700 - General Conditions.d= + 2. Substitute Items directly or indirectly from use of such substitute item, including costs of redesign • a. If in ENGINEER's sole discretion an and claims of other contractors affected by item of material or equipment proposed by any resulting change , all of which will be CONTRACTOR does not qualify as an considered by ENGINEER in evaluating the • "or-equal" item under paragraph 6. 05.A. 1 , it proposed substitute item . ENGINEER may will be considered a proposed substitute require CONTRACTOR to furnish additional item . data about the proposed substitute item. + b. CONTRACTOR shall submit suffi- B. Substitute Construction Methods or Proce- cient information as provided below to allow dures: If a specific means, method , technique, se- ENGINEER to determine that the item of quence, or procedure of construction is shown or + material or equipment proposed is indicated in and expressly required by the Contract essentially equivalent to that named and an Documents, CONTRACTOR may furnish or utilize a acceptable substitute therefor. Requests for substitute means, method , technique, sequence , or review of proposed substitute items of procedure of construction approved by ENGINEER. material or equipment will not be accepted CONTRACTOR shall submit sufficient information to by ENGINEER from anyone other than allow ENGINEER, in ENGINEER's sole discretion , to CONTRACTOR. determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. • c. The procedure for review by ENGI- The procedure for review by ENGINEER will be similar NEER will be as set forth in paragraph to that provided in subparagraph 6.05.A.2. 6 .05.A.2. d, as supplemented in the General + ENGINEER will be Requirements and as ENGINEER may C. Engineers Evaluation: ci dide is appropriate under the allowed a reasonable time within which to evaluate circumstances. each proposal or submittal made pursuant to para- graphs 6. 05.A and 6.05 . 13. ENGINEER will be the • d. CONTRACTOR shall first make sole judge of acceptability. No "or-equal" or substitute written application to ENGINEER for review will be ordered , installed or utilized until ENGINEER's of a proposed substitute item of material or review is complete, which will be evidenced by either a + equipment that CONTRACTOR seeks to Change Order for a substitute or an approved Shop furnish or use. The application shall certify Drawing for an "or equal." ENGINEER will advise that the proposed substitute item will CONTRACTOR in writing of any negative perform adequately the functions and determination. achieve the results called for by the general design , be similar in substance to that D. Special Guarantee: OWNER may require specified, and be suited to the same use as CONTRACTOR to furnish at CONTRACTOR'S • that specified. The application will state the pense a special performance guarantee or other extent, if any, to which the use of the pro- surety with respect to any substitute. posed substitute item will prejudice CONTRACTOR's achievement of Substan- E. ENGINEER's Cost Reimbursement • tial Completion on time, whether or not use ENGINEER will record time required by ENGINEER Of the proposed substitute item in the Work and ENGINEER's Consultants in evaluating substitute will require a change in any of the Contract proposed or submitted by CONTRACTOR pursuant to • Documents (or in the provisions of any other paragraphs 6.05.A.2 and 6.05. 6 and in making direct contract with OWNER for work on the changes in the Contract Documents (or in the Project) to adapt the design to the proposed provisions of any other direct contract with OWNER substitute item and whether or not for work on the Project) occasioned thereby. Whether • incorporation or use of the proposed substi- or not ENGINEER approves a substitute item so pro- tute item in connection with the Work is sub- posed or submitted by CONTRACTOR, CON- ject to payment of any license fee or royalty. TRACTOR shall reimburse OWNER for the charges • All variations of the proposed substitute of ENGINEER and ENGINEER's Consultants for item from that specified will be identified in evaluating each such proposed substitute. the application , and available engineering, sales, maintenance, repair, and F. CONTRACTOR's Expense: CONTRACTOR • replacement services will be indicated. The shall provide all data in support of any proposed application will also contain an itemized esti- substitute or "Or-equal" at CONTRACTOR's expense. mate of all costs or credits that will result + 02094)0700 - General Conditions.dac Page 20 of 44 F:%Engineenng\Capital ProjectsW209-4th Street Bridge Over Cootl Dilch=2 41h Street Bridge Over Cooch 07-20-0610209-00700 - General Conoitions.doc • CONTRACTOR shall indemnify and hold harmless of the Agreement if there were no Bids) having an OWNER, ENGINEER, ENGINEER' s Consultants, and effect on the cost or time of performance of the Work the officers, directors, partners, employees or agents , may be the subject of an adjustment in Contract Price and other consultants of each and any of them from or Contract Times. If OWNER and CONTRACTOR and against all claims, costs, losses, and damages are unable to agree on entitlement to or on the (including but not limited to all fees and charges of amount or extent, if any, of any such adjustment, a engineers, architects, attorneys, and other Claim may be made therefor as provided in paragraph professionals and all court or arbitration or other 10.05 . dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident 6 . 10 Taxes to the use in the performance of the Work or resulting n rnnlro nr rno hall n_„ all 8165-69 from the incorporation in the Work of any invention , design, process, product, or device not specified in the er, use, and other similar taxes re u e paid by Contract Documents. CONTRACTOR in ac with the Laws and Reguiatio a place of the Project which are F the W..* 6 .08 Permits _"Zrp " A. Unless otherwise provided in the Supple- 6 . 11 Use of Site and Other Areas mentary Conditions, CONTRACTOR shall obtain and • and Other Areas pay for all construction permits and licenses. OWNER A. Limitation on Use of Site shall assist CONTRACTOR, when necessary, in 1 CONTRACTOR shall confine obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection construction equipment, the storage of r fees necessary for the prosecution of the Work which materials and equipment, and the operations of are applicable at the time of opening of Bids, or, if workers toaws the Stit and ulations,ther ands shalpermittnot there are no Bids, on the Effective Date of the by Agreement. CONTRACTOR shall pay all charges of unreasonably encumber the Site and other utility owners for connections to the Work, and areas with construction equipment or other OWNER shall pay all charges of such utility owners materials or equipment. CONTRACTOR shall for capital costs related thereto, such as plant assume full responsibility for any damage to investment fees. any such land or area, or to the owner or occupant thereof, or of any adjacent land or 6. 09 Laws and Regulations areas resulting from the performance of the Work. A. CONTRACTOR shall give all notices and 2 Should any claim be made by any comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise such owner or occupant because the expressly required by applicable Laws and performance of the WorkCONTRACTOR shall , Regulations, neither OWNER nor ENGINEER shall be promptly settle with such other party by responsible for monitoring CONTRACTOR's compli- negotiation or otherwise resolve the claim by _ ance with any Laws or Regulations . arbitration or other dispute resolution proceeding or at law. B. If CONTRACTOR performs any Work know- ing or having reason to know that it is contrary to Laws 3. To the fullest extent permitted by or Regulations, CONTRACTOR shall bear all claims, Laws and Regulations, CONTRACTOR shall costs, losses, and damages (including but not limited indemnify and hold harmless OWNER, and thesultant C ER's on , to all fees and charges of engineers, architects, ENGINEER, ENGINE � attorneys, and other professionals and all court or officers, directors, partners, employees, agents, arbitration or other dispute resolution costs) arising out and other consultants of each and any of them of or relating to such Work; however, it shall not be from and against all claims, costs, losses , and CONTRACTOR's primary responsibility to make damages (including but not limited to all fees certain that the Specifications and Drawings are in and charges of engineers, architects , attorneys , accordance with Laws and Regulations, but this shall and other professionals and all court or not relieve CONTRACTOR of CONTRACTOR's arbitration or other dispute resolution costs) - obligations under paragraph 3. 03. arising out of or relating to any claim or action , legal or equitable, brought by any such owner C. Changes in Laws or Regulations not known at or occupant against OWNER, ENGINEER, or the time of opening of Bids (or, on the Effective Date any other party indemnified hereunder to the 0209-00700 - General Candttims.doo Page 22 of 44 F:tEngioeering�Cagtal Prgjeot 20g-4M Street Bridge Over Coodi Dite1,102094M Street Bridge Over Ca 07-2008102094)0700 - General Conchilam.doo ' All extent caused by or based upon CONTRACTOR's performance of the Work. 3, other property at the Site or adjacent thereto, including trees, shrubs , lawns , walks, B. Removal of Debris During Performance of the pavements, roadways, structures, utilities, and Work: During the progress of the Work CONTRAC- Underground Facilities not designated for TOR shall keep the Site and other areas free from removal, relocation, or replacement in the accumulations of waste materials , rubbish , and other course of construction. debris. Removal and disposal of such waste materi- als, rubbish , and other debris shall conform to applica- B . CONTRACTOR shall comply with all applica- ble Laws and Regulations . ble Laws and Regulations relating to the safety of persons or property, or to the protection of persons or • C. Cleaning: Prior to Substantial Completion of property from damage, injury, or loss; and shall erect the Work CONTRACTOR shall clean the Site and and maintain all necessary safeguards for such safety make it ready for utilization by OWNER. At the com- and protection. CONTRACTOR shall notify owners of pletion of the Work CONTRACTOR shall remove from adjacent property and of Underground Facilities and the Site all tools, appliances, construction equipment other utility owners when prosecution of the Work may and machinery, and surplus materials and shall affect them, and shall cooperate with them in the restore to original condition all property not designated protection, removal, relocation , and replacement of all for alteration by the Contract Documents. their property. All damage, injury, or loss to any property referred to in paragraph 6. 13.A.2 or 6 . 13 .A. 3 D. Loading Structures: CONTRACTOR shall not caused, directly or indirectly, in whole or in part, by load nor permit any part of any structure to be loaded CONTRACTOR, any Subcontractor, Supplier, or any • in any manner that will endanger the structure, nor other individual or entity directly or indirectly employed shall CONTRACTOR subject any part of the Work or by any of them to perform any of the Work, or anyone adjacent property to stresses or pressures that will for whose acts any of them may be liable, shall be ,W endanger it. remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications 6. 12 Record Documents or to the acts or omissions of OWNER or ENGINEER or ENGINEER's Consultant, or anyone employed by A. CONTRACTOR shall maintain in a safe place any of them, or anyone for whose acts any of them at the Site one record copy of all Drawings, Specifica- may be liable, and not attributable, directly or tions, Addenda, Written Amendments, Change indirectly, in whole or in part, to the fault or negligence Orders, Work Change Directives, Field Orders, and of CONTRACTOR or any Subcontractor, Supplier, or written interpretations and clarifications in good order other individual or entity directly or indirectly employed and annotated to show changes made during by any of them). CONTRACTOR's duties and construction. These record documents together with responsibilities for safety and for protection of the all all approved Samples and a counterpart of all Work shall continue until such time as all the Work is approved Shop Drawings will be available to ENGI- completed and ENGINEER has issued a notice to NEER for reference. Upon completion of the Work, OWNER and CONTRACTOR in accordance with 41111 these record documents, Samples, and Shop paragraph 14. 07. 13 that the Work is acceptable Drawings will be delivered to ENGINEER for OWNER. (except as otherwise expressly provided in connection with Substantial Completion). 6 . 13 Safety and Protection + 6. 14 Safety Representative A. CONTRACTOR shall be solely responsible for initiating, maintaining and supervising all safety A. CONTRACTOR shall designate a qualified precautions and programs in connection with the and experienced safety representative at the Site Work. CONTRACTOR shall take all necessary whose duties and responsibilities shall be the precautions for the safE y of, and steall provide the preventiM . on of accidents and the maintaining and necessary protection to prevent damage, injury or loss supervising of safety precautions and programs. to: 6. 15 Hazard Communication Programs 1 . all persons on the Site or who may + be affected by the Work; A. CONTRACTOR shall be responsible for coordinating any exchange of material safety data 2 . all the Work and materials and equip- sheets or other hazard communication information ment to be incorporated therein , whether in required to be made available to or exchanged be- storage on or off the Site; and 0209-00700 - General Conditiora.doc Page 23 of 44 F:tEngineering Capital Projects1020941h Street Bridge Over Cooch DOW0209<lh Street Bridge Over Cooch 07-20.0610209-00700 - General Conaltions.doc i 6. 06 Concerning Subcontractors, Suppliers, tractors , Suppliers, and other individuals or entities and Others performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. A. CONTRACTOR shall not employ any Subcontractor, Supplier, or other individual or entity E. CONTRACTOR shall require all Subcontrac- (including those acceptable to OWNER as indicated in tors, Suppliers, and such other individuals or entities paragraph 6 .06. 8) , whether initially or as a performing or furnishing any of the Work to commu- replacement, against whom OWNER may have nicate with ENGINEER through CONTRACTOR . reasonable objection . CONTRACTOR shall not be required to employ any Subcontractor, Supplier, or F. The divisions and sections of the Specifica- other individual or entity to furnish or perform any of tions and the identifications of any Drawings shall not VON the Work against whom CONTRACTOR has reason- control CONTRACTOR in dividing the Work among able objection . Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. B. If the Supplementary Conditions require the a identity of certain Subcontractors, Suppliers, or other G. All Work performed for CONTRACTOR by a individuals or entities to be submitted to OWNER in Subcontractor or Supplier will be pursuant to an advance for acceptance by OWNER by a specified appropriate agreement between CONTRACTOR and date prior to the Effective Date of the Agreement, and the Subcontractor or Supplier which specifically binds if CONTRACTOR has submitted a list thereof in the Subcontractor or Supplier to the applicable terms accordance with the Supplementary Conditions, and conditions of the Contract Documents for the OWNER's acceptance (either in writing or by failing to benefit of OWNER and ENGINEER. Whenever any 4111 make written objection thereto by the date indicated such agreement is with a Subcontractor or Supplier for acceptance or objection in the Bidding Documents who is listed as an additional insured on the property or the Contract Documents) of any such Subcon- insurance provided in paragraph 5.06, the -6greement • tractor, Supplier, or other individual or entity so between the CONTRACTOR and the Subcontractor identified may be revoked on the basis of reasonable or Supplier will contain provisions whereby the objection after due investigation. CONTRACTOR Subcontractor or Supplier waives all rights against shall submit an acceptable replacement for the OWNER, CONTRACTOR, ENGINEER, ENGINEER's • rejected Subcontractor, Supplier, or other individual or Consultants, and all other individuals or entities entity, and the Contract Price will be adjusted by the identified in the Supplementary Conditions to be listed difference in the cost occasioned by such as insureds or additional insureds (and the officers, SO replacement, and an. appropriate Change Order will be directors, partners, employees , agents, and other issued or Written Amendment signed. No acceptance consultants and subcontractors of each and any of by OWNER of any such Subcontractor, Supplier, or them) for all losses and damages caused by, arising other individual or entity, whether initially or as a out of, relating to, or resulting from any of the perils or s replacement, shall constitute a waiver of any right of causes of loss covered by such policies and any other OWNER or ENGINEER to reject defective Work. property insurance applicable to the Work. If the insurers on any such policies require separate waiver C. CONTRACTOR shall be fully responsible to forms to be signed by any Subcontractor or Supplier, OWNER and ENGINEER for all acts and omissions of CONTRACTOR will obtain the same. the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just 6. 07 Patent Fees and Royalties MW as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in A. CONTRACTOR shall pay all license fees and the Contract Documents shall create for the benefit of royalties and assume all costs incident to the use in AM any such Subcontractor, Supplier, or other individual the performance of the Work or the incorporation in or entity any contractual relationship between OWNER the Work of any invention, design , process, product, or ENGINEER and any such Subcontractor, Supplier or device which is the subject of patent rights or or other individual or entity, nor shall it create any copyrights held by others . If a particular invention , MIN obligation on the part of OWNER or ENGINEER to design, process, product, or device is specified in the pay or to see to the payment of any moneys due any Contract Documents for use in the performance of the such Subcontractor, Supplier, or other individual or Work and if to the actual knowledge of OWNER or entity except as may otherwise be required by Laws ENGINEER its use is subject to patent rights or and Regulations. copyrights calling for the payment of any license fee or royalty to others , the existence of such rights shall be D. CONTRACTOR shall be solely responsible disclosed by OWNER in the Contract Documents. To for scheduling and coordinating the Work of Subcon- the fullest extent permitted by Laws and Regulations, 020&00700 - General Ca Hiomdoc Page 21 of 44 FlEngineeringlCaPital Projecls10209-4th Street Bridge Over Conch Dftch1020941h Street Bridge Over CmW 07-20.061020&00700 - General Condidom.doc • CONTRACTOR shall indemnify and hold harmless of the Agreement if there were no Bids) having an OWNER, ENGINEER, ENGINEER' s Consultants, and effect on the cost or time of performance of the Work the officers, directors, partners, employees or agents , may be the subject of an adjustment in Contract Price and other consultants of each and any of them from or Contract Times. If OWNER and CONTRACTOR and against all claims, costs, losses, and damages are unable to agree on entitlement to or on the (including but not limited to all fees and charges of amount or extent, if any, of any such adjustment, a engineers, architects, attorneys, and other Claim may be made therefor as provided in paragraph professionals and all court or arbitration or other 10.05 . dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident 6 . 10 Taxes to the use in the performance of the Work or resulting n rnnlro nr rno hall n_„ all 8165-69 from the incorporation in the Work of any invention , design, process, product, or device not specified in the er, use, and other similar taxes re u e paid by Contract Documents. CONTRACTOR in ac with the Laws and Reguiatio a place of the Project which are F the W..* 6 .08 Permits _"Zrp " A. Unless otherwise provided in the Supple- 6 . 11 Use of Site and Other Areas mentary Conditions, CONTRACTOR shall obtain and • and Other Areas pay for all construction permits and licenses. OWNER A. Limitation on Use of Site shall assist CONTRACTOR, when necessary, in 1 CONTRACTOR shall confine obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection construction equipment, the storage of r fees necessary for the prosecution of the Work which materials and equipment, and the operations of are applicable at the time of opening of Bids, or, if workers toaws the Stit and ulations,ther ands shalpermittnot there are no Bids, on the Effective Date of the by Agreement. CONTRACTOR shall pay all charges of unreasonably encumber the Site and other utility owners for connections to the Work, and areas with construction equipment or other OWNER shall pay all charges of such utility owners materials or equipment. CONTRACTOR shall for capital costs related thereto, such as plant assume full responsibility for any damage to investment fees. any such land or area, or to the owner or occupant thereof, or of any adjacent land or 6. 09 Laws and Regulations areas resulting from the performance of the Work. A. CONTRACTOR shall give all notices and 2 Should any claim be made by any comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise such owner or occupant because the expressly required by applicable Laws and performance of the WorkCONTRACTOR shall , Regulations, neither OWNER nor ENGINEER shall be promptly settle with such other party by responsible for monitoring CONTRACTOR's compli- negotiation or otherwise resolve the claim by _ ance with any Laws or Regulations . arbitration or other dispute resolution proceeding or at law. B. If CONTRACTOR performs any Work know- ing or having reason to know that it is contrary to Laws 3. To the fullest extent permitted by or Regulations, CONTRACTOR shall bear all claims, Laws and Regulations, CONTRACTOR shall costs, losses, and damages (including but not limited indemnify and hold harmless OWNER, and thesultant C ER's on , to all fees and charges of engineers, architects, ENGINEER, ENGINE � attorneys, and other professionals and all court or officers, directors, partners, employees, agents, arbitration or other dispute resolution costs) arising out and other consultants of each and any of them of or relating to such Work; however, it shall not be from and against all claims, costs, losses , and CONTRACTOR's primary responsibility to make damages (including but not limited to all fees certain that the Specifications and Drawings are in and charges of engineers, architects , attorneys , accordance with Laws and Regulations, but this shall and other professionals and all court or not relieve CONTRACTOR of CONTRACTOR's arbitration or other dispute resolution costs) - obligations under paragraph 3. 03. arising out of or relating to any claim or action , legal or equitable, brought by any such owner C. Changes in Laws or Regulations not known at or occupant against OWNER, ENGINEER, or the time of opening of Bids (or, on the Effective Date any other party indemnified hereunder to the 0209-00700 - General Candttims.doo Page 22 of 44 F:tEngioeering�Cagtal Prgjeot 20g-4M Street Bridge Over Coodi Dite1,102094M Street Bridge Over Ca 07-2008102094)0700 - General Conchilam.doo ' tween or among employers at the Site in accordance D. Submittal Procedures with Laws or Regulations. 1 . Before submitting each Shop 6 . 16 Emergencies Drawing or Sample, CONTRACTOR shall have determined and verified: A. In emergencies affecting the safety or protec- tion of persons or the Work or property at the Site or dimensions, specified performance criteria, adjacent thereto, CONTRACTOR is obligated to act to prevent threatened damage, injury, or loss . installaticn requirements , materials, catalog .. CONTRACTOR shall give ENGINEER prompt written numbers, and similar information with respect thereto; notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract b. all materials with respect to intended Documents have been caused thereby or are required use, fabrication, shipping, handling , storage, as a result thereof. If ENGINEER determines that a ussembl and installation pertaining to the change in the Contract Documents is required be- assembly, a of the Work; cause of the action taken by CONTRACTOR in performance response to such an emergency, a Work Change c. all information relative to means, Directive or Change Order will be issued . methods, techniques, sequences, and r 6. 17 Shop Drawings and Samples procedures of construction and safety precautions and programs incident thereto; A. CONTRACTOR shall submit Shop Drawings and _ to ENGINEER for review and approval in accordance d. CONTRACTOR shall also have with the acceptable schedule of Shop Drawings and reviewed and coordinated each Shop Sample submittals . All submittals will be identified as Drawing or Sample with other Shop ENGINEER may require and in the number of copies 9 • pies and with the specified in . the General Requirements. The data Drawings and Sam shown on the Shop Drawings will be complete with requirements of the Work and the Contract respect to quantities, dimensions, specified perfor- Documents. mance and design criteria, materials, and similar data 2 Each submittal shall bear a stamp or to show ENGINEER the services, materials, and specific written indication that CONTRACTOR equipment CONTRACTOR proposes to provide and has satisfied CONTRACTOR's obligations to enable ENGINEER to review the information for the .. limited purposes required by paragraph 6 . 17 . E. under the Contract Documents with respect to CONTRACTOR's review and approval of that B. CONTRACTOR shall also submit Samples to submittal. ENGINEER for review and approval in accordance 3. At the time of each submittal, CON- with the acceptable schedule of Shop Drawings and TRACTOR shall give ENGINEER specific Sample submittals. Each Sample will be identified written notice of such war ations, if any, that the clearly as to material, Supplier, pertinent data such as who Drawing or Sample submitted may have catalog numbers, and the use for which intended and from the requirements Sm ple of the Contract otherwise as ENGINEER may require to enable ENGI- Documents , such notices be in a written com- NEER to review the submittal for the limited purposes Document separate from the submittal; and , in by paragraph 6. 17. E. The numbers of each municatioaddition, n s paratecausa specific notation to lin Sample to be submitted will be as specified in the made on each Shop Drawing and Sample sub- Specifications. mitted to ENGINEER for review and approval of C. Where a Shop Drawing or Sample is required each such variation. by the Contract Documents or the schedule of Shop E. ENGINEER'S Review Drawings and Sample submittals acceptable to ENGI- NEER as required by paragraph 2. 07, any related 1 ENGINEER will timely review and a Work performed prior to ENGINEER' s review and rove ENN Drawings and Samples !n approval of the pertinent submittal will be at the sole accordance with the schedule of Shop expense and responsibility of CONTRACTOR. Drawings and Sample submittals acceptable to ENGINEER. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation 0209-0OVDO - Gemral Cmciffi a.doc Page 24 of 44 \Englr�eervrgtCePital PrDisca1=09-4th Street Bridge Over Coddh Oitc =094th Street Bridge Over Coo 07-20-Ob1D209-OD700 - General Conditioru.doc r or incorporation in the Work, conform to the 6. 19 CONTRACTOR 's General Warranty and - information given in the Contract Documents Guarantee and be compatible with the design concept of the completed Project as a functioning whole as A. CONTRACTOR warrants and guarantees to - indicated by the Contract Documents. OWNER, ENGINEER, and ENGINEER's Consultants that all Work will be in accordance with the Contract 2. ENGINEER's review and approval Documents and will not be defective. will not extend to means, methods, techniques, CONTRACTOR's warranty and guarantee hereunder sequences, or procedures of construction excludes defects or damage caused by: (except where a particular means, method , technique, sequence, or procedure of con- 1 . abuse, modification , or improper struction is specifically and expressly called for maintenance or operation by persons other by the Contract Documents) or to safety than CONTRACTOR, Subcontractors, precautions or programs incident thereto. The Suppliers, or any other individual or entity for review and approval of a separate item as such whom CONTRACTOR is responsible; or ■ will not indicate approval of the assembly in which the item functions . 2. normal wear and tear under normal usage. 3 . ENGINEER's review and approval of Shop Drawings or Samples shall not relieve B. CONTRACTOR's obligation to perform and CONTRACTOR from responsibility for any complete the Work in accordance with the Contract variation from the requirements of the Contract Documents shall be absolute. None of the following - Documents unless CONTRACTOR has in will constitute an acceptance of Work that is not in writing called ENGINEER's attention to each accordance with the Contract Documents or a release such variation at the time of each submittal as of CONTRACTOR's obligation to perforin the Work in required by paragraph 6. 17. D. 3 and ENGI- accordance with the Contract Documents: r NEER has given written approval of each such variation by specific written notation thereof 1 . observations by ENGINEER ; incorporated in or accompanying the Shop s Drawing or Sample approval; nor will any 2. recommendation by ENGINEER or approval by ENGINEER relieve CON- payment by OWNER of any progress or final TRACTOR from responsibility for complying payment; s with the requirements of paragraph 6. 17. D . 1 . 3, the issuance of a certificate of Sub- F. Resubmittal Procedures stantial Completion by ENGINEER or any 1 . CONTRACTOR shall make correc- payment related thereto by OWNER; +. tions required by ENGINEER and shall return 4. use or occupancy of the Work or any the required number of corrected copies of part thereof by OWNER; Shop Drawings and submit as required new Samples for review and approval. CON- 5. any acceptance by OWNER or any TRACTOR shall direct specific attention in failure to do so; writing to revisions other than the corrections called for by ENGINEER on previous 6. any review and approval of a Shop submittals. Drawing or Sample submittal or the issuance of 6 . 18 Continuing the Work a notice of acceptability by ENGINEER; _ 7. any inspection , test, or approval by A. CONTRACTOR steal! carry on rhe .nrork and others; or adhere to the progress schedule during all disputes or disagreements with OWNER . No Work shall be 8. any correction of defective Work by delayed or postponed pending resolution of any OWNER. disputes or disagreements, except as permitted by ■ paragraph 15 .04 or as OWNER and CONTRACTOR 6 .20 Indemnification may otherwise agree in writing. A. To the fullest extent permitted by Laws and Regulations , CONTRACTOR shall indemnify and hold ■ harmless OWNER, ENGINEER, ENGINEER's 0209-00700 - General Ccnddions.doc Page 29 of " FAEMimeringlCapital Pmjeds02M-4th Street Bridge Over Co Orlc W20 M SVeel Bndge Over COe 07-20-0610209-00700 - Generel Ca itionsdoc All extent caused by or based upon CONTRACTOR's performance of the Work. 3, other property at the Site or adjacent thereto, including trees, shrubs , lawns , walks, B. Removal of Debris During Performance of the pavements, roadways, structures, utilities, and Work: During the progress of the Work CONTRAC- Underground Facilities not designated for TOR shall keep the Site and other areas free from removal, relocation, or replacement in the accumulations of waste materials , rubbish , and other course of construction. debris. Removal and disposal of such waste materi- als, rubbish , and other debris shall conform to applica- B . CONTRACTOR shall comply with all applica- ble Laws and Regulations . ble Laws and Regulations relating to the safety of persons or property, or to the protection of persons or • C. Cleaning: Prior to Substantial Completion of property from damage, injury, or loss; and shall erect the Work CONTRACTOR shall clean the Site and and maintain all necessary safeguards for such safety make it ready for utilization by OWNER. At the com- and protection. CONTRACTOR shall notify owners of pletion of the Work CONTRACTOR shall remove from adjacent property and of Underground Facilities and the Site all tools, appliances, construction equipment other utility owners when prosecution of the Work may and machinery, and surplus materials and shall affect them, and shall cooperate with them in the restore to original condition all property not designated protection, removal, relocation , and replacement of all for alteration by the Contract Documents. their property. All damage, injury, or loss to any property referred to in paragraph 6. 13.A.2 or 6 . 13 .A. 3 D. Loading Structures: CONTRACTOR shall not caused, directly or indirectly, in whole or in part, by load nor permit any part of any structure to be loaded CONTRACTOR, any Subcontractor, Supplier, or any • in any manner that will endanger the structure, nor other individual or entity directly or indirectly employed shall CONTRACTOR subject any part of the Work or by any of them to perform any of the Work, or anyone adjacent property to stresses or pressures that will for whose acts any of them may be liable, shall be ,W endanger it. remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications 6. 12 Record Documents or to the acts or omissions of OWNER or ENGINEER or ENGINEER's Consultant, or anyone employed by A. CONTRACTOR shall maintain in a safe place any of them, or anyone for whose acts any of them at the Site one record copy of all Drawings, Specifica- may be liable, and not attributable, directly or tions, Addenda, Written Amendments, Change indirectly, in whole or in part, to the fault or negligence Orders, Work Change Directives, Field Orders, and of CONTRACTOR or any Subcontractor, Supplier, or written interpretations and clarifications in good order other individual or entity directly or indirectly employed and annotated to show changes made during by any of them). CONTRACTOR's duties and construction. These record documents together with responsibilities for safety and for protection of the all all approved Samples and a counterpart of all Work shall continue until such time as all the Work is approved Shop Drawings will be available to ENGI- completed and ENGINEER has issued a notice to NEER for reference. Upon completion of the Work, OWNER and CONTRACTOR in accordance with 41111 these record documents, Samples, and Shop paragraph 14. 07. 13 that the Work is acceptable Drawings will be delivered to ENGINEER for OWNER. (except as otherwise expressly provided in connection with Substantial Completion). 6 . 13 Safety and Protection + 6. 14 Safety Representative A. CONTRACTOR shall be solely responsible for initiating, maintaining and supervising all safety A. CONTRACTOR shall designate a qualified precautions and programs in connection with the and experienced safety representative at the Site Work. CONTRACTOR shall take all necessary whose duties and responsibilities shall be the precautions for the safE y of, and steall provide the preventiM . on of accidents and the maintaining and necessary protection to prevent damage, injury or loss supervising of safety precautions and programs. to: 6. 15 Hazard Communication Programs 1 . all persons on the Site or who may + be affected by the Work; A. CONTRACTOR shall be responsible for coordinating any exchange of material safety data 2 . all the Work and materials and equip- sheets or other hazard communication information ment to be incorporated therein , whether in required to be made available to or exchanged be- storage on or off the Site; and 0209-00700 - General Conditiora.doc Page 23 of 44 F:tEngineering Capital Projects1020941h Street Bridge Over Cooch DOW0209<lh Street Bridge Over Cooch 07-20.0610209-00700 - General Conaltions.doc i tween or among employers at the Site in accordance D. Submittal Procedures with Laws or Regulations. 1 . Before submitting each Shop 6 . 16 Emergencies Drawing or Sample, CONTRACTOR shall have determined and verified: A. In emergencies affecting the safety or protec- tion of persons or the Work or property at the Site or dimensions, specified performance criteria, adjacent thereto, CONTRACTOR is obligated to act to prevent threatened damage, injury, or loss . installaticn requirements , materials, catalog .. CONTRACTOR shall give ENGINEER prompt written numbers, and similar information with respect thereto; notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract b. all materials with respect to intended Documents have been caused thereby or are required use, fabrication, shipping, handling , storage, as a result thereof. If ENGINEER determines that a ussembl and installation pertaining to the change in the Contract Documents is required be- assembly, a of the Work; cause of the action taken by CONTRACTOR in performance response to such an emergency, a Work Change c. all information relative to means, Directive or Change Order will be issued . methods, techniques, sequences, and r 6. 17 Shop Drawings and Samples procedures of construction and safety precautions and programs incident thereto; A. CONTRACTOR shall submit Shop Drawings and _ to ENGINEER for review and approval in accordance d. CONTRACTOR shall also have with the acceptable schedule of Shop Drawings and reviewed and coordinated each Shop Sample submittals . All submittals will be identified as Drawing or Sample with other Shop ENGINEER may require and in the number of copies 9 • pies and with the specified in . the General Requirements. The data Drawings and Sam shown on the Shop Drawings will be complete with requirements of the Work and the Contract respect to quantities, dimensions, specified perfor- Documents. mance and design criteria, materials, and similar data 2 Each submittal shall bear a stamp or to show ENGINEER the services, materials, and specific written indication that CONTRACTOR equipment CONTRACTOR proposes to provide and has satisfied CONTRACTOR's obligations to enable ENGINEER to review the information for the .. limited purposes required by paragraph 6 . 17 . E. under the Contract Documents with respect to CONTRACTOR's review and approval of that B. CONTRACTOR shall also submit Samples to submittal. ENGINEER for review and approval in accordance 3. At the time of each submittal, CON- with the acceptable schedule of Shop Drawings and TRACTOR shall give ENGINEER specific Sample submittals. Each Sample will be identified written notice of such war ations, if any, that the clearly as to material, Supplier, pertinent data such as who Drawing or Sample submitted may have catalog numbers, and the use for which intended and from the requirements Sm ple of the Contract otherwise as ENGINEER may require to enable ENGI- Documents , such notices be in a written com- NEER to review the submittal for the limited purposes Document separate from the submittal; and , in by paragraph 6. 17. E. The numbers of each municatioaddition, n s paratecausa specific notation to lin Sample to be submitted will be as specified in the made on each Shop Drawing and Sample sub- Specifications. mitted to ENGINEER for review and approval of C. Where a Shop Drawing or Sample is required each such variation. by the Contract Documents or the schedule of Shop E. ENGINEER'S Review Drawings and Sample submittals acceptable to ENGI- NEER as required by paragraph 2. 07, any related 1 ENGINEER will timely review and a Work performed prior to ENGINEER' s review and rove ENN Drawings and Samples !n approval of the pertinent submittal will be at the sole accordance with the schedule of Shop expense and responsibility of CONTRACTOR. Drawings and Sample submittals acceptable to ENGINEER. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation 0209-0OVDO - Gemral Cmciffi a.doc Page 24 of 44 \Englr�eervrgtCePital PrDisca1=09-4th Street Bridge Over Coddh Oitc =094th Street Bridge Over Coo 07-20-Ob1D209-OD700 - General Conditioru.doc r Consultants, and the officers, directors, partners , opinions, reports, surveys, Change Orders, employees, agents , and other consultants and designs, or Specifications; or subcontractors of each and any of them from and 2 giving directions or instructions, or against all claims, costs, losses, and damages failing to give them , if that is the primary cause (including but not limited to all fees and charges of of the injury or damage. engineers, architects , attorneys, and other 1 N professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Wok, provided that any such ARTICLE 7 - OTHER WORK claim , cost, loss, or damage: 1 , is attributable to bodily injury, 7 .01 Related Work at Site sickness, disease, or death, or to injury to or destruction of tangible property (other than the A. OWNER may perform other work related to the ject atem , or let Work itself) , including the loss of use resulting otherrdi direct o ntractshe Sitebt OWNER'efor, os h veoyeesother wok therefrom; and performed by utility owners. If such other work is not 2. is caused in whole or in part by any noted in the Contract Documents, then: negligent act or omission of CONTRACTOR, 1 written notice thereof will be given to any Subcontractor, any Supplier, or any CONTRACTOR prior to starting any such other individual or entity directly or indirectly work; and employed by any of them to perform any of the s Work or anyone for whose acts any of them 2 if OWNER and CONTRACTOR are may be liable, regardless of whether or not caused in part by any negligence or omission of unable to agree on entitlement or on the a an individual or entity indemnified hereunder or amount or extent, if any, of any adjustment ai whether liability is imposed upon such indemni- the Contract Price or Contract Times that at fied party by Laws and Regulations regardless should be allowed as a result of such other of the negligence of any such individual or work, a Claim may be made therefor as provided in paragraph 10.05. entity. B. In any and all claims against OWNER or B. CONTRACTOR shall afford each other ENGINEER or any of their respective consultants, contractor who is a party to such a direct contract and agents, officers, directors, partners, or employees by each utility owner (and OWNER, if OWNER is per- w any employee (or the survivor or personal formingathesother th access work with the W ansa employees) representative of such employee) of CONTRACTOR, proper - any Subcontractor, any Suppable lier, or any individual or opportunity for the introduction and storage of entity directly or indirectly employed by any of them to materials and equipment and the execution of such perform any of the Work, or anyone for whose acts other work and shall properly coordinate the Work with any of them may be liable, the indemnification theirs. Unless otherwise provided in the Contract obligation under paragraph 6.20.A shall not be limited Documents , CONTRACTOR shall do all cutting, w in any way by any limitation on the amount or type of fitting, and patching of the Work that may be required damages, compensation, or benefits payable by or for to properly connect or otherwise make its several . CONTRACTOR or any such Subcontractor, Supplier, parts come together and properly integrate with such or other individual or entity under workers' compen- other work. CONTRACTOR shall not endanger any sation acts, disability benefit acts, or other employee work rwise alterngfthe r work others yandttwillll only cut torgalter their work benefit acts. with the written consent of ENGINEER and the others ■ C The indemnification obligations of CON- whose work will be affected . The duties and TRACTOR under paragraph 6.20 .A shall not extend to responsibilities ON o CTOuility owners anunder is the liability of ENGINEER and ENGINEER's paragraph a9 P tia for the be Consultants or to the officers, directors, partners , other contractors to the extent that there are and comparable provisions for the benefit of employees , agents, and other consultants subcontractors of each and any of them arising out of: OWNER CONTRACTOR annd sucharsutidiitryectowners contracts tand between ■ 1 . the preparation or approval of, or the contractors. failure to prepare or approve, maps , Drawings, ■ 0209a070o - Geriersl Cwtmuorvs.doc Pep 20 of 44 F.%Engineering\Capital Pmleote\02994th Street Bridge over Caoen Ditzh=094th Street Bridge Over Gooch 07-20-M=9-007M - General Con7tions.dac . C . If the proper execution or results of any part of 8. 03 Furnish Data CONTRACTOR's Work depends upon work per- formed by others under this Article 7, CONTRACTOR A. OWNER shall promptly furnish the data shall inspect such other work and promptly report to required of OWNER under the Contract Documents . ,. ENGINEER in writing any delays, defects, or deficien- cies in such other work that render it unavailable or 8. 04 Pay Promptly When Due unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTOR's failure to A. OWNER shall make payments to CONTRAC- so report will constitute an acceptance of such other TOR promptly when they are due as provided in work as fit and proper for integration with paragraphs 14 . 02.0 and 14. 07. C . CONTRACTOR's Work except for latent defects and deficiencies in such other work. 8 . 05 Lands and Easements; Reports and Tests 7 .02 Coordination A. OWNER's duties in respect of providing lands and easements and providing engineering surveys to A. If OWNER intends to contract with others for establish reference points are set forth in paragraphs the performance of other work on the Project at the 4. 01 and 4.05. Paragraph 4.02 refers to OWNER's Site, the following will be set forth in Supplementary identifying and making available to CONTRACTOR r Conditions: copies of reports of explorations and tests of subsurface conditions and drawings of physical 1 . the individual or entity who will have conditions in or relating to existing surface or authority and responsibility for coordination of subsurface structures at or contiguous to the Site that the activities among the various contractors will have been utilized by ENGINEER in preparing the be identified; Contract Documents. • 2. the specific matters to be covered by 8. 06 insurance such authority and responsibility will be itemized; and A. OWNER's responsibilities, if any, in respect to purchasing and maintaining liability and property insur- 3. the extent of such authority and ance are set forth in Article 5. responsibilities will be provided. 8 . 07 Change Orders B. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole A. OWNER is obligated to execute Change authority and responsibility for such coordination. Orders as indicated in paragraph 10.03. 8. 08 Inspections, Tests, and Approvals ARTICLE 8 - OWNER'S RESPONSIBILITIES A. OWNER's responsibility in respect to certain inspections, tests, and approvals is set forth in 8. 01 Communications to Contractor paragraph 13. 03.8. A. Except as otherwise provided in these 8. 09 Limitations on OWNER's Responsibilities General Conditions. OWNER shall issue all communi- cations to CONTRACTOR through ENGINEER. A. The OWNER shall not supervise, direct, or have control or authority over, nor be responsible for, 8. 02 Replacement of ENGINEER CONTRACTOR's means, methods, techniques , se- quences, or procedures of construction , or the safety A. In case of termination of the employment of precautions and programs incident thereto, or for any ENGINEER, OWNER shall appoint an engineer to failure of CONTRACTOR to comply with Laws and ■ whom CONTRACTOR makes no reasonable Regulations applicable to the performance of the objection, whose status under the Contract Work. OWNER will not be responsible for Documents shall be that of the former ENGINEER. CONTRACTOR's failure to perform the Work in accordance with the Contract Documents. ■ 0209-00700 - General Condtons.doc Page 27 of 44 F:1Pngmeering\Capital Projects102D94th Street Bridge Over GMM DitIXi10209-0th Street Bridge Over Caoch 07-20-0610709-00700 - General Conclitlons.doc or incorporation in the Work, conform to the 6. 19 CONTRACTOR 's General Warranty and - information given in the Contract Documents Guarantee and be compatible with the design concept of the completed Project as a functioning whole as A. CONTRACTOR warrants and guarantees to - indicated by the Contract Documents. OWNER, ENGINEER, and ENGINEER's Consultants that all Work will be in accordance with the Contract 2. ENGINEER's review and approval Documents and will not be defective. will not extend to means, methods, techniques, CONTRACTOR's warranty and guarantee hereunder sequences, or procedures of construction excludes defects or damage caused by: (except where a particular means, method , technique, sequence, or procedure of con- 1 . abuse, modification , or improper struction is specifically and expressly called for maintenance or operation by persons other by the Contract Documents) or to safety than CONTRACTOR, Subcontractors, precautions or programs incident thereto. The Suppliers, or any other individual or entity for review and approval of a separate item as such whom CONTRACTOR is responsible; or ■ will not indicate approval of the assembly in which the item functions . 2. normal wear and tear under normal usage. 3 . ENGINEER's review and approval of Shop Drawings or Samples shall not relieve B. CONTRACTOR's obligation to perform and CONTRACTOR from responsibility for any complete the Work in accordance with the Contract variation from the requirements of the Contract Documents shall be absolute. None of the following - Documents unless CONTRACTOR has in will constitute an acceptance of Work that is not in writing called ENGINEER's attention to each accordance with the Contract Documents or a release such variation at the time of each submittal as of CONTRACTOR's obligation to perforin the Work in required by paragraph 6. 17. D. 3 and ENGI- accordance with the Contract Documents: r NEER has given written approval of each such variation by specific written notation thereof 1 . observations by ENGINEER ; incorporated in or accompanying the Shop s Drawing or Sample approval; nor will any 2. recommendation by ENGINEER or approval by ENGINEER relieve CON- payment by OWNER of any progress or final TRACTOR from responsibility for complying payment; s with the requirements of paragraph 6. 17. D . 1 . 3, the issuance of a certificate of Sub- F. Resubmittal Procedures stantial Completion by ENGINEER or any 1 . CONTRACTOR shall make correc- payment related thereto by OWNER; +. tions required by ENGINEER and shall return 4. use or occupancy of the Work or any the required number of corrected copies of part thereof by OWNER; Shop Drawings and submit as required new Samples for review and approval. CON- 5. any acceptance by OWNER or any TRACTOR shall direct specific attention in failure to do so; writing to revisions other than the corrections called for by ENGINEER on previous 6. any review and approval of a Shop submittals. Drawing or Sample submittal or the issuance of 6 . 18 Continuing the Work a notice of acceptability by ENGINEER; _ 7. any inspection , test, or approval by A. CONTRACTOR steal! carry on rhe .nrork and others; or adhere to the progress schedule during all disputes or disagreements with OWNER . No Work shall be 8. any correction of defective Work by delayed or postponed pending resolution of any OWNER. disputes or disagreements, except as permitted by ■ paragraph 15 .04 or as OWNER and CONTRACTOR 6 .20 Indemnification may otherwise agree in writing. A. To the fullest extent permitted by Laws and Regulations , CONTRACTOR shall indemnify and hold ■ harmless OWNER, ENGINEER, ENGINEER's 0209-00700 - General Ccnddions.doc Page 29 of " FAEMimeringlCapital Pmjeds02M-4th Street Bridge Over Co Orlc W20 M SVeel Bndge Over COe 07-20-0610209-00700 - Generel Ca itionsdoc Consultants, and the officers, directors, partners , opinions, reports, surveys, Change Orders, employees, agents , and other consultants and designs, or Specifications; or subcontractors of each and any of them from and 2 giving directions or instructions, or against all claims, costs, losses, and damages failing to give them , if that is the primary cause (including but not limited to all fees and charges of of the injury or damage. engineers, architects , attorneys, and other 1 N professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Wok, provided that any such ARTICLE 7 - OTHER WORK claim , cost, loss, or damage: 1 , is attributable to bodily injury, 7 .01 Related Work at Site sickness, disease, or death, or to injury to or destruction of tangible property (other than the A. OWNER may perform other work related to the ject atem , or let Work itself) , including the loss of use resulting otherrdi direct o ntractshe Sitebt OWNER'efor, os h veoyeesother wok therefrom; and performed by utility owners. If such other work is not 2. is caused in whole or in part by any noted in the Contract Documents, then: negligent act or omission of CONTRACTOR, 1 written notice thereof will be given to any Subcontractor, any Supplier, or any CONTRACTOR prior to starting any such other individual or entity directly or indirectly work; and employed by any of them to perform any of the s Work or anyone for whose acts any of them 2 if OWNER and CONTRACTOR are may be liable, regardless of whether or not caused in part by any negligence or omission of unable to agree on entitlement or on the a an individual or entity indemnified hereunder or amount or extent, if any, of any adjustment ai whether liability is imposed upon such indemni- the Contract Price or Contract Times that at fied party by Laws and Regulations regardless should be allowed as a result of such other of the negligence of any such individual or work, a Claim may be made therefor as provided in paragraph 10.05. entity. B. In any and all claims against OWNER or B. CONTRACTOR shall afford each other ENGINEER or any of their respective consultants, contractor who is a party to such a direct contract and agents, officers, directors, partners, or employees by each utility owner (and OWNER, if OWNER is per- w any employee (or the survivor or personal formingathesother th access work with the W ansa employees) representative of such employee) of CONTRACTOR, proper - any Subcontractor, any Suppable lier, or any individual or opportunity for the introduction and storage of entity directly or indirectly employed by any of them to materials and equipment and the execution of such perform any of the Work, or anyone for whose acts other work and shall properly coordinate the Work with any of them may be liable, the indemnification theirs. Unless otherwise provided in the Contract obligation under paragraph 6.20.A shall not be limited Documents , CONTRACTOR shall do all cutting, w in any way by any limitation on the amount or type of fitting, and patching of the Work that may be required damages, compensation, or benefits payable by or for to properly connect or otherwise make its several . CONTRACTOR or any such Subcontractor, Supplier, parts come together and properly integrate with such or other individual or entity under workers' compen- other work. CONTRACTOR shall not endanger any sation acts, disability benefit acts, or other employee work rwise alterngfthe r work others yandttwillll only cut torgalter their work benefit acts. with the written consent of ENGINEER and the others ■ C The indemnification obligations of CON- whose work will be affected . The duties and TRACTOR under paragraph 6.20 .A shall not extend to responsibilities ON o CTOuility owners anunder is the liability of ENGINEER and ENGINEER's paragraph a9 P tia for the be Consultants or to the officers, directors, partners , other contractors to the extent that there are and comparable provisions for the benefit of employees , agents, and other consultants subcontractors of each and any of them arising out of: OWNER CONTRACTOR annd sucharsutidiitryectowners contracts tand between ■ 1 . the preparation or approval of, or the contractors. failure to prepare or approve, maps , Drawings, ■ 0209a070o - Geriersl Cwtmuorvs.doc Pep 20 of 44 F.%Engineering\Capital Pmleote\02994th Street Bridge over Caoen Ditzh=094th Street Bridge Over Gooch 07-20-M=9-007M - General Con7tions.dac . 8 . 10 Undisclosed Hazardous Environmental of ENGINEER's visits or observations of Condition CONTRACTOR's Work ENGINEER will not supervise, direct, control , or have authority over or be A. OWNER's responsibility in respect to an responsible for CONTRACTOR's means, methods, undisclosed Hazardous Environmental Condition is techniques, eC niqu s, seqetyuenpreces, ons r procedand ures ofprogrons ruction, set forth in paragraph 4.06. or the thereto, or for any failure of CONTRACTOR to comply 8 . 11 Evidence of Financial Arrangements with Laws and Regulations applicable to the performance of the Work. A. If and to the extent OWNER has agreed to furnish CONTRACTOR reasonable evidence that 9 . 03 Project Representative financial arrangements have been made to satisfy A. If OWNER and ENGINEER agree, ENGI- OWNER's obligations under the Contract Documents, nish a dent Representative OWNER's responsibility in respect thereof will be as toEassisII ENrGINEERein providing ctmore extensive set forth in the Supplementary Conditions . observation of the Work. The responsibilities and .. authority and limitations thereon of any such Resident ARTICLE 9 - ENGINEER' S STATUS DURING Project Representative and assistants will be as CONSTRUCTION provided in paragraph 9. 10 and in the Supplementary a Conditions . If OWNER designates another represen- tative or agent to represent OWNER at the Site who is 9 .01 OWNER 'S Representative not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of A. ENGINEER will be OWNER's representative such other individual or entity will be as provided in the during the construction period. The duties and Supplementary Conditions. responsibilities and the limitations of authority of r. ENGINEER as OWNER's representative during 9 . 04 Clarifications and Interpretations construction are set forth in the Contract Documents A ENGINEER will issue with reasonable and will not be changed without written consent of promptness such written clarifications or interpreta- OWNER and ENGINEER. tions of the requirements of the Contract Documents 9 .02 Visits to Site as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably . A. ENGINEER will make visits to the Site at inferable fromons th ontrInterpct Documenns willts. Such u h written intervals appropriate to the various stages of construc- ng on tion as ENGINEER deems necessary in order to OWNER and CONTRACTOR. if OWNER and CON- observe as an experienced and qualified design TRACTOR are unable to agree on entitlement to or on professional the progress that has been made and the the amount or extent, if any, of any adjustment in the quality of the various aspects of CONTRACTOR'S benallowedr s�aCesult ofontractrmesa witten, orocla thiftcation, thatuor executed Work. Based on information obtained be during such visits and observations, ENGINEER, for interpretation , ion , lr10. 05y made therefor as the benefit of OWNER, will determine, in general, if P paragraph the Work is proceeding in accordance with the Con- tract Documents. ENGINEER will not be required to 9. 05 Authorized Variations in Work make exhaustive or continuous inspections on the A ENGINEER may authorize minor variations in Site to check the quality or quantity of the Work. ENGINEER's efforts will be directed toward providing the Work from the requirements of the Contract ■ for OWNER a greater degree of confidence that the Documents which do not involve an adjustment in the completed Work will conform generally to the Contract Contract Price or the Contract Times and are compati- Documents. On the basis of such visits and ble with the design concept of the completed Project observations, ENGINEER will keep OWNER informed as a functioning whole as indicated by the Contract • of the progress of the Work and will endeavor to guard Documents. These may be will be binding oacOWNERed dyalsFon Field OWNER against defective Work. Order CONTRACTOR, who shall perform the Work involved B. ENGINEER's visits and observations are promptly. If OWNER and CONTRACTOR are unable subject to all the limitations on ENGINEER's authority to agree on entitlement to or on the amount or extent, and responsibility set forth in paragraph 9. 10 , and if any, of any adjustment in the Contract Price or particularly, but without limitation, during or as a result Contract Times, or both, as a result of a Field Order, 0209-00700 . General Conditns.duc Page 26 of 44 F1Engimering%Caphal Prgeds10209.4ih Street Bridge Over Cocrn Oitcht0209- th Street Brdge Over Cooch 07-20-0610209-00700 - Generel Condi6orvs,doc 1 i a Claim may be made therefor as provided in accordance with the provisions of paragraph 10. 05, ' paragraph 10. 05. with a request for a formal decision. 9. 06 Rejecting Defective Work B. When functioning as interpreter and judge + under this paragraph 9. 09, ENGINEER will not show A. ENGINEER will have authority to disapprove partiality to OWNER or CONTRACTOR and will not or reject Work which ENGINEER believes to be be liable in connection with any interpretation or defective , or that ENGINEER believes will not produce decision rendered in good faith in such capacity. The ' a completed Project that conforms to the Contract rendering of a decision by ENGINEER pursuant to this Documents or that will prejudice the integrity of the paragraph 9. 09 with respect to any such Claim , design concept of the completed Project as a dispute, or other matter (except any which have been + functioning whole as indicated by the Contract waived by the making or acceptance of final payment Documents. ENGINEER will also have authority to as provided in paragraph 14. 07) will be a condition require special inspection or testing of the Work as precedent to any exercise by OWNER or + provided in paragraph 13 .04, whether or not the Work CONTRACTOR of such rights or remedies as either is fabricated , installed, or completed. may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such Claim, 9 . 07 Shop Drawings, Change Orders and dispute, or other matter. .. Payments 9. 10 Limitations on ENGINEER's Authority and A. In connection with ENGINEER's authority as Responsibilities to Shop Drawings and Samples, see paragraph 6. 17. ' A. Neither ENGINEER's authority or respon- B. In connection with ENGINEER's authority as sibility under this Article 9 or under any other provision to Change Orders, see Articles 10, 11 , and 12. of the Contract Documents nor any decision made by + ENGINEER in good faith either to exercise or not C. In connection with ENGINEER's authority as exercise such authority or responsibility or the to Applications for Payment, see Article 14. undertaking , exercise, or performance of any authority or responsibility by ENGINEER shall create, impose, 9. 08 Determinations for Unit Price Work or give rise to any duty in contract, tort, or otherwise owed by ENGINEER to CONTRACTOR , any Subcon A. ENGINEER will determine the actual quanti- tractor, any Supplier, any other individual or entity, or + ties and classifications of `;nit Price Work performed to any surety for or employee or agent of any of them . by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary B . ENGINEER will not supervise, direct, control, determinations on such matters before rendering a or have authority over or be responsible for + written decision thereon (by recommendation of an CONTRACTOR's means, methods, techniques, se- Application for Payment or otherwise). ENGINEER's quences, or procedures of construction, or the safety written decision thereon will be final and binding precautions and programs incident thereto, or for any + (except as modified by ENGINEER to reflect changed failure of CONTRACTOR to comply with Laws and factual conditions or more accurate data) upon Regulations applicable to the performance of the OWNER and CONTRACTOR, subject to the Work. ENGINEER will not be responsible for provisions of paragraph 10. 05. CONTRACTOR's failure to perform the Work in ■ accordance with the Contract Documents. 9 . 09 Decisions on Requirements of Contract Documents and Acceptability of Work C. ENGINEER will not be responsible for the ■ acts or omissions of CONTRACTOR or of any A. ENGINEER will be the initial interpreter of the Subcontractor, any Supplier, or of any other individual requirements of the Contract Documents and judge of or entity performing any of the Work. the acceptability of the Work thereunder. Claims, ■ disputes and other matters relating to the acceptability D. ENGINEER's review of the final Application of the Work, the quantities and classifications of Unit for Payment and accompanying documentation and all Price Work, the interpretation of the requirements of maintenance and operating instructions, schedules, ■ the Contract Documents pertaining to the guarantees, Bonds, certificates of inspection , tests performance of the Work, and Claims seeking and approvals, and other documentation required to changes in the Contract Price or Contract Times will be delivered by paragraph 14 . 07.A will only be to be referred initially to ENGINEER in writing, in determine generally that their content complies with the requirements of, and in the case of certificates of 0209-00700 - General Conditions.00c Page 29 of 4 R EngineerirVCapilal Pmjeo's1=2 th Street Bridge Over Coach Oitc \0209 th Street Bridge Over Cooch 07-20-MO209-00700 - General CaMAions.doo C . If the proper execution or results of any part of 8. 03 Furnish Data CONTRACTOR's Work depends upon work per- formed by others under this Article 7, CONTRACTOR A. OWNER shall promptly furnish the data shall inspect such other work and promptly report to required of OWNER under the Contract Documents . ,. ENGINEER in writing any delays, defects, or deficien- cies in such other work that render it unavailable or 8. 04 Pay Promptly When Due unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTOR's failure to A. OWNER shall make payments to CONTRAC- so report will constitute an acceptance of such other TOR promptly when they are due as provided in work as fit and proper for integration with paragraphs 14 . 02.0 and 14. 07. C . CONTRACTOR's Work except for latent defects and deficiencies in such other work. 8 . 05 Lands and Easements; Reports and Tests 7 .02 Coordination A. OWNER's duties in respect of providing lands and easements and providing engineering surveys to A. If OWNER intends to contract with others for establish reference points are set forth in paragraphs the performance of other work on the Project at the 4. 01 and 4.05. Paragraph 4.02 refers to OWNER's Site, the following will be set forth in Supplementary identifying and making available to CONTRACTOR r Conditions: copies of reports of explorations and tests of subsurface conditions and drawings of physical 1 . the individual or entity who will have conditions in or relating to existing surface or authority and responsibility for coordination of subsurface structures at or contiguous to the Site that the activities among the various contractors will have been utilized by ENGINEER in preparing the be identified; Contract Documents. • 2. the specific matters to be covered by 8. 06 insurance such authority and responsibility will be itemized; and A. OWNER's responsibilities, if any, in respect to purchasing and maintaining liability and property insur- 3. the extent of such authority and ance are set forth in Article 5. responsibilities will be provided. 8 . 07 Change Orders B. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole A. OWNER is obligated to execute Change authority and responsibility for such coordination. Orders as indicated in paragraph 10.03. 8. 08 Inspections, Tests, and Approvals ARTICLE 8 - OWNER'S RESPONSIBILITIES A. OWNER's responsibility in respect to certain inspections, tests, and approvals is set forth in 8. 01 Communications to Contractor paragraph 13. 03.8. A. Except as otherwise provided in these 8. 09 Limitations on OWNER's Responsibilities General Conditions. OWNER shall issue all communi- cations to CONTRACTOR through ENGINEER. A. The OWNER shall not supervise, direct, or have control or authority over, nor be responsible for, 8. 02 Replacement of ENGINEER CONTRACTOR's means, methods, techniques , se- quences, or procedures of construction , or the safety A. In case of termination of the employment of precautions and programs incident thereto, or for any ENGINEER, OWNER shall appoint an engineer to failure of CONTRACTOR to comply with Laws and ■ whom CONTRACTOR makes no reasonable Regulations applicable to the performance of the objection, whose status under the Contract Work. OWNER will not be responsible for Documents shall be that of the former ENGINEER. CONTRACTOR's failure to perform the Work in accordance with the Contract Documents. ■ 0209-00700 - General Condtons.doc Page 27 of 44 F:1Pngmeering\Capital Projects102D94th Street Bridge Over GMM DitIXi10209-0th Street Bridge Over Caoch 07-20-0610709-00700 - General Conclitlons.doc 8 . 10 Undisclosed Hazardous Environmental of ENGINEER's visits or observations of Condition CONTRACTOR's Work ENGINEER will not supervise, direct, control , or have authority over or be A. OWNER's responsibility in respect to an responsible for CONTRACTOR's means, methods, undisclosed Hazardous Environmental Condition is techniques, eC niqu s, seqetyuenpreces, ons r procedand ures ofprogrons ruction, set forth in paragraph 4.06. or the thereto, or for any failure of CONTRACTOR to comply 8 . 11 Evidence of Financial Arrangements with Laws and Regulations applicable to the performance of the Work. A. If and to the extent OWNER has agreed to furnish CONTRACTOR reasonable evidence that 9 . 03 Project Representative financial arrangements have been made to satisfy A. If OWNER and ENGINEER agree, ENGI- OWNER's obligations under the Contract Documents, nish a dent Representative OWNER's responsibility in respect thereof will be as toEassisII ENrGINEERein providing ctmore extensive set forth in the Supplementary Conditions . observation of the Work. The responsibilities and .. authority and limitations thereon of any such Resident ARTICLE 9 - ENGINEER' S STATUS DURING Project Representative and assistants will be as CONSTRUCTION provided in paragraph 9. 10 and in the Supplementary a Conditions . If OWNER designates another represen- tative or agent to represent OWNER at the Site who is 9 .01 OWNER 'S Representative not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of A. ENGINEER will be OWNER's representative such other individual or entity will be as provided in the during the construction period. The duties and Supplementary Conditions. responsibilities and the limitations of authority of r. ENGINEER as OWNER's representative during 9 . 04 Clarifications and Interpretations construction are set forth in the Contract Documents A ENGINEER will issue with reasonable and will not be changed without written consent of promptness such written clarifications or interpreta- OWNER and ENGINEER. tions of the requirements of the Contract Documents 9 .02 Visits to Site as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably . A. ENGINEER will make visits to the Site at inferable fromons th ontrInterpct Documenns willts. Such u h written intervals appropriate to the various stages of construc- ng on tion as ENGINEER deems necessary in order to OWNER and CONTRACTOR. if OWNER and CON- observe as an experienced and qualified design TRACTOR are unable to agree on entitlement to or on professional the progress that has been made and the the amount or extent, if any, of any adjustment in the quality of the various aspects of CONTRACTOR'S benallowedr s�aCesult ofontractrmesa witten, orocla thiftcation, thatuor executed Work. Based on information obtained be during such visits and observations, ENGINEER, for interpretation , ion , lr10. 05y made therefor as the benefit of OWNER, will determine, in general, if P paragraph the Work is proceeding in accordance with the Con- tract Documents. ENGINEER will not be required to 9. 05 Authorized Variations in Work make exhaustive or continuous inspections on the A ENGINEER may authorize minor variations in Site to check the quality or quantity of the Work. ENGINEER's efforts will be directed toward providing the Work from the requirements of the Contract ■ for OWNER a greater degree of confidence that the Documents which do not involve an adjustment in the completed Work will conform generally to the Contract Contract Price or the Contract Times and are compati- Documents. On the basis of such visits and ble with the design concept of the completed Project observations, ENGINEER will keep OWNER informed as a functioning whole as indicated by the Contract • of the progress of the Work and will endeavor to guard Documents. These may be will be binding oacOWNERed dyalsFon Field OWNER against defective Work. Order CONTRACTOR, who shall perform the Work involved B. ENGINEER's visits and observations are promptly. If OWNER and CONTRACTOR are unable subject to all the limitations on ENGINEER's authority to agree on entitlement to or on the amount or extent, and responsibility set forth in paragraph 9. 10 , and if any, of any adjustment in the Contract Price or particularly, but without limitation, during or as a result Contract Times, or both, as a result of a Field Order, 0209-00700 . General Conditns.duc Page 26 of 44 F1Engimering%Caphal Prgeds10209.4ih Street Bridge Over Cocrn Oitcht0209- th Street Brdge Over Cooch 07-20-0610209-00700 - Generel Condi6orvs,doc 1 inspections , tests, and approvals that the results 2. changes in the Contract Price or certified indicate compliance with , the Contract Contract Times which are agreed to by the Documents. parties, including any undisputed sum or amount of time for Work actually performed in E. The limitations upon authority and responsibil- accordance with a Work Change Directive; and ity set forth in this paragraph 9. 10 shall also apply to 3 . changes in the Contract Price or ENGINEER's Consultants, Resident Project Repre- g sentative, and assistants . Contract Times which embody the substance of any written decision rendered by ENGINEER ARTICLE 10 - CHANGES IN THE WORK; CLAIMS pursuant to paragraph 10.05 ; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in 10.01 Authorized Changes in the Work accordance with the provisions of the Contract Documents and applicable Laws and Regula- A. Without invalidating the Agreement and tions, but during any such appeal, • without notice to aprogress schedule as provided in any surety, OWNER may, at anytime CONTRACTOR shall carry on the Work and adhere to the or from time to time, order additions, deletions, or h 6. 18.Ag revisions in the Work by a Written Amendment, a paragraph 9 P Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall 10. 04 Notification to Surety promptly proceed with the Work involved which will be performed under the applicable conditions of the A. If notice of any change affecting the general Contract Documents (except as otherwise specifically scope of the Work or the provisions of the Contract r provided). Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions B. If OWNER and CONTRACTOR are unable to of any Bond to be given to a surety, the giving of any agree on entitlement to, or on the amount or extent, if such notice will be CONTRACTOR's responsibility. any, of an adjustment in the Contract Price or Contract The amount of each applicable Band will be adjusted Times, or both, that should be allowed as a result of a to reflect the effect of any such change. ■ Work Change Directive, a Claim may be made therefor as provided in paragraph 10.05. 10.02 Unauthorized Changes in the Work ■ A. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the ■ Contract Times with respect to any work performed that is not required by the Contract Documents as amended , modified, or supplemented as provided in paragraph 3.04, except in the case of an emergency ■ as provided in paragraph 6 . 16 or in the case of uncovering Work as provided in paragraph 13. 04. 6. 10 . 03 Execution of Change Orders ■ A. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGI- NEER (or Written Amendments) covering: 1 . changes in the Work which are: (i) ordered by OWNER pursuant to paragraph • 10. 01 .A, (ii) required because of acceptance of defective Work under paragraph 13.08.A or OWNER's correction of defective Work under paragraph 13. 09 , or (iii) agreed to by the parties; ■ 0209-00700 - General Conditions.doc Page 30 of 44 F:E rgineeringlCapilal PrgectsW209-4th Street Bridge Over Cooch Oilch=094Ih Street Bndge Over Coxh 07-20.06102/9-00700 - General CandNona.doc s + 10. 05 Claims and Disputes C. If ENGINEER does not gender a formal A. Notice: Written notice stating the general decision in writing within the time stated in paragraph nature of each Claim, dispute , or other matter shall be 10. 05. 6, a decision denying the Claim in its entirety + delivered by the claimant to ENGINEER and the other shall be deemed to have been issued 31 days after party to the Contract promptly (but in no event later receipt of the last submittal of the claimant or the last than 30 days) after the start of the event giving rise submittal of the opposing party, if any. + thereto. Notice of the amount or extent of the Claim , dispute, or other matter with supporting data shall be D . No Claim for an adjustment in Contract Price delivered to the ENGINEER and the other party to the or Contract Times (or Milestones) will be valid if not Contract within 60 days after the start of such event submitted in accordance with this paragraph 10. 05. + (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of such Claim, dispute, or other matter). A Claim for ARTICLE 11 - COST OF THE WORK; CASH an adjustment in Contract Price shall be prepared in ALLOWANCES ; UNIT PRICE WORK accordance with the provisions of paragraph 12.01 . 13. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of 11 . 01 Cost of the Work + paragraph 12.02.13. Each Claim shall be accom- panied by claimant's written statement that the adjust- A. Costs Included: The term Cost of the Work ment claimed is the entire adjustment to which the means the sum of all costs necessarily incurred and claimant believes it is entitled as a result of said event. paid by CONTRACTOR in the proper performance of + The opposing party shall submit any response to the Work. When the value of any Work covered by a ENGINEER and the claimant within 30 days after Change Order or when a Claim for an adjustment in receipt of the claimant's last submittal (unless Contract Price is determined on the basis of Cost of .. ENGINEER allows additional time) . the Work, the costs to be reimbursed to CONTRACTOR will be only those additional or B. ENGINEER's Decision: ENGINEER will incremental costs required because of the change in + render a formal decision in writing within 30 days after the Work or' because of the event giving rise to the receipt of the last submittal of the claimant or the last Claim . Except as otherwise may be agreed to in submittal of the opposing party, if any. ENGINEER's writing by OWNER , such costs shall be in amounts no written decision on such Claim , dispute, or other higher than those prevailing in the locality of the + matter will be final and binding upon OWNER and Project, shall include only the following items, and CONTRACTOR unless: shall not include any of the costs itemized in para- graph 11 .01 . 6. 1 . an appeal from ENGINEER's + decision is taken within the time limits and in 1 . Payroll costs for employees in the accordance with the dispute resolution direct employ of CONTRACTOR in the perfor- procedures set forth in Article 16; or mance of the Work under schedules of job + classifications agreed upon by OWNER and 2. if no such dispute resolution CONTRACTOR. Such employees shall include procedures have been set forth in Article 16, a without limitation superintendents, foremen, written notice of intention to appeal from and other personnel employed full time at the ENGINEER's written decision is delivered by Site. Payroll costs for employees not employed OWNER or CONTRACTOR to the other and to full time on the Work shall be apportioned on ENGINEER within 30 days after the date of the basis of their time spent on the Work. such decision , and a formal proceeding is Payroll costs shall include, but not be limited to , instituted by the appealing party in a forum of salaries and wages plus the cost of fringe competent jurisdiction within 60 days after the benefits, which shall include social security date of such decision or within 60 days after contributions , unemployment, excise, and Substantial Completion , whichever is later payroll taxes, workers' compensation, health (unless otherwise agreed in writing by OWNER and retirement benefits, bonuses , sick leave, and CONTRACTOR), to exercise such rights or vacation and holiday pay applicable thereto. remedies as the appealing party may have with The expenses of performing Work outside of respect to such Claim , dispute, or other matter regular working hours, on Saturday, Sunday, or in accordance with applicable Laws and legal holidays, shall be included in the above to Regulations. the extent authorized by OWNER. Page 31 of 44 0209-00700 . General Coneitians.doc F:IEngineerinBlCepital ProjeGs102094th Street Bridge Over Conch OiIch10209-0th Street Bridge Over Ccorh 07-20-0310209-00700 - General CorpRions.tloc ■ i a Claim may be made therefor as provided in accordance with the provisions of paragraph 10. 05, ' paragraph 10. 05. with a request for a formal decision. 9. 06 Rejecting Defective Work B. When functioning as interpreter and judge + under this paragraph 9. 09, ENGINEER will not show A. ENGINEER will have authority to disapprove partiality to OWNER or CONTRACTOR and will not or reject Work which ENGINEER believes to be be liable in connection with any interpretation or defective , or that ENGINEER believes will not produce decision rendered in good faith in such capacity. The ' a completed Project that conforms to the Contract rendering of a decision by ENGINEER pursuant to this Documents or that will prejudice the integrity of the paragraph 9. 09 with respect to any such Claim , design concept of the completed Project as a dispute, or other matter (except any which have been + functioning whole as indicated by the Contract waived by the making or acceptance of final payment Documents. ENGINEER will also have authority to as provided in paragraph 14. 07) will be a condition require special inspection or testing of the Work as precedent to any exercise by OWNER or + provided in paragraph 13 .04, whether or not the Work CONTRACTOR of such rights or remedies as either is fabricated , installed, or completed. may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such Claim, 9 . 07 Shop Drawings, Change Orders and dispute, or other matter. .. Payments 9. 10 Limitations on ENGINEER's Authority and A. In connection with ENGINEER's authority as Responsibilities to Shop Drawings and Samples, see paragraph 6. 17. ' A. Neither ENGINEER's authority or respon- B. In connection with ENGINEER's authority as sibility under this Article 9 or under any other provision to Change Orders, see Articles 10, 11 , and 12. of the Contract Documents nor any decision made by + ENGINEER in good faith either to exercise or not C. In connection with ENGINEER's authority as exercise such authority or responsibility or the to Applications for Payment, see Article 14. undertaking , exercise, or performance of any authority or responsibility by ENGINEER shall create, impose, 9. 08 Determinations for Unit Price Work or give rise to any duty in contract, tort, or otherwise owed by ENGINEER to CONTRACTOR , any Subcon A. ENGINEER will determine the actual quanti- tractor, any Supplier, any other individual or entity, or + ties and classifications of `;nit Price Work performed to any surety for or employee or agent of any of them . by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary B . ENGINEER will not supervise, direct, control, determinations on such matters before rendering a or have authority over or be responsible for + written decision thereon (by recommendation of an CONTRACTOR's means, methods, techniques, se- Application for Payment or otherwise). ENGINEER's quences, or procedures of construction, or the safety written decision thereon will be final and binding precautions and programs incident thereto, or for any + (except as modified by ENGINEER to reflect changed failure of CONTRACTOR to comply with Laws and factual conditions or more accurate data) upon Regulations applicable to the performance of the OWNER and CONTRACTOR, subject to the Work. ENGINEER will not be responsible for provisions of paragraph 10. 05. CONTRACTOR's failure to perform the Work in ■ accordance with the Contract Documents. 9 . 09 Decisions on Requirements of Contract Documents and Acceptability of Work C. ENGINEER will not be responsible for the ■ acts or omissions of CONTRACTOR or of any A. ENGINEER will be the initial interpreter of the Subcontractor, any Supplier, or of any other individual requirements of the Contract Documents and judge of or entity performing any of the Work. the acceptability of the Work thereunder. Claims, ■ disputes and other matters relating to the acceptability D. ENGINEER's review of the final Application of the Work, the quantities and classifications of Unit for Payment and accompanying documentation and all Price Work, the interpretation of the requirements of maintenance and operating instructions, schedules, ■ the Contract Documents pertaining to the guarantees, Bonds, certificates of inspection , tests performance of the Work, and Claims seeking and approvals, and other documentation required to changes in the Contract Price or Contract Times will be delivered by paragraph 14 . 07.A will only be to be referred initially to ENGINEER in writing, in determine generally that their content complies with the requirements of, and in the case of certificates of 0209-00700 - General Conditions.00c Page 29 of 4 R EngineerirVCapilal Pmjeo's1=2 th Street Bridge Over Coach Oitc \0209 th Street Bridge Over Cooch 07-20-MO209-00700 - General CaMAions.doo inspections , tests, and approvals that the results 2. changes in the Contract Price or certified indicate compliance with , the Contract Contract Times which are agreed to by the Documents. parties, including any undisputed sum or amount of time for Work actually performed in E. The limitations upon authority and responsibil- accordance with a Work Change Directive; and ity set forth in this paragraph 9. 10 shall also apply to 3 . changes in the Contract Price or ENGINEER's Consultants, Resident Project Repre- g sentative, and assistants . Contract Times which embody the substance of any written decision rendered by ENGINEER ARTICLE 10 - CHANGES IN THE WORK; CLAIMS pursuant to paragraph 10.05 ; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in 10.01 Authorized Changes in the Work accordance with the provisions of the Contract Documents and applicable Laws and Regula- A. Without invalidating the Agreement and tions, but during any such appeal, • without notice to aprogress schedule as provided in any surety, OWNER may, at anytime CONTRACTOR shall carry on the Work and adhere to the or from time to time, order additions, deletions, or h 6. 18.Ag revisions in the Work by a Written Amendment, a paragraph 9 P Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall 10. 04 Notification to Surety promptly proceed with the Work involved which will be performed under the applicable conditions of the A. If notice of any change affecting the general Contract Documents (except as otherwise specifically scope of the Work or the provisions of the Contract r provided). Documents (including, but not limited to, Contract Price or Contract Times) is required by the provisions B. If OWNER and CONTRACTOR are unable to of any Bond to be given to a surety, the giving of any agree on entitlement to, or on the amount or extent, if such notice will be CONTRACTOR's responsibility. any, of an adjustment in the Contract Price or Contract The amount of each applicable Band will be adjusted Times, or both, that should be allowed as a result of a to reflect the effect of any such change. ■ Work Change Directive, a Claim may be made therefor as provided in paragraph 10.05. 10.02 Unauthorized Changes in the Work ■ A. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the ■ Contract Times with respect to any work performed that is not required by the Contract Documents as amended , modified, or supplemented as provided in paragraph 3.04, except in the case of an emergency ■ as provided in paragraph 6 . 16 or in the case of uncovering Work as provided in paragraph 13. 04. 6. 10 . 03 Execution of Change Orders ■ A. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGI- NEER (or Written Amendments) covering: 1 . changes in the Work which are: (i) ordered by OWNER pursuant to paragraph • 10. 01 .A, (ii) required because of acceptance of defective Work under paragraph 13.08.A or OWNER's correction of defective Work under paragraph 13. 09 , or (iii) agreed to by the parties; ■ 0209-00700 - General Conditions.doc Page 30 of 44 F:E rgineeringlCapilal PrgectsW209-4th Street Bridge Over Cooch Oilch=094Ih Street Bndge Over Coxh 07-20.06102/9-00700 - General CandNona.doc r 2. Cost of all materials and equipment in accordance with rental agreements approved r furnished and incorporated in the Work, includ- by OWNER with the advice of ENGINEER, and ng costs of transportation and storage thereof, the costs of transportation , loading , unloading, and Suppliers' field services required in assembly, dismantling , and removal thereof. connection therewith . All cash discounts shall All such costs shall be in accordance with the terms of said rental agreements. The rental of accrue tf CONTRACTOR unless OWNER an such a ui ment, machinery, or parts shall deposits funds with CONTRACTOR with which cease when the use thereof is no longer to make payments , in which case the cash for the Work. ` discounts shall accrue to OWNER. Ali trade necessary discounts, rebates and refunds and returns d Sales, consumer. use, and other from sale of surplus materials and equipment similar taxes related to the Work, and for which shall accrue to OWNER, and CONTRACTOR CONTRACTOR liable, imposed n Laws and r shall make provisions so that they may be Regulations. obtained . 3 . Payments made by CONTRACTOR e . Deposits lost for causes other than to Subcontractors for Work performed by negligence of CONTRACTOR, any Sub- Subcontractors. If required by OWNER, CON- contractor, or anyone directly or indirectly employed by any of them or for whose acts any TRACTOR shall obtain competitive bids from r of them may be liable, and royalty payments subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to and fees for permits and licenses. OWNER, who will then determine , with the f. Losses and damages (and related r advice of ENGINEER, which bids, if any, will be expenses) caused b damage to the Work, not acceptable. If any subcontract provides that the P ) y compensated by insurance or otherwise, sus- Subcontractor is to be paid on the basis of Cost tained b CONTRACTOR in connection with Of the Work plus a fee, the Subcontractor's the performance of the Work (except losses Cost of the Work and fee shall be determined P in the same manner as CONTRACTOR's Cost and damages within the deductible amounts of of the Work and fee as provided in this para- property insurance established in accordance with paragraph 5 .06. D), provided such losses graph 11 . 01 . and damages have resulted from causes other 4. Costs of special consultants than the negligence of CONTRACTOR, any (including but not limited to engineers , Subcontractor, or anyone directly or indirectly architects, testing laboratories, surveyors, employed by any of them or for whose acts any attorneys, and accountants) employed for of them may be liable. Such losses shall services specifically related to the Work. include settlements made with the written consent and approval of OWNER. No such 5. Supplemental costs including the losses, damages, and expenses shall be following: included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. a. The proportion of necessary trans- The cost of utilities , fuel, and sanitary portabon, travel , and subsistence expenses of facilities at the Site. CONTRACTOR's employees incurred in dis- charge of duties connected with the Work. h. Minor expenses such as telegrams, b. Cost, including transportation and long distance telephone calls, telephone service maintenance, of all materials, supplies, equip- at the Site, expressage, and similar petty cash ment, machinery, appliances, office, and items in connection with the Work. temporary facilities at the Site: and hand tools 1. When the Cost of the Work is used to not owned by the workers, which are consumed in the performance of the Work, and cost, less determine the value of a Change Order or of a Claim, the cost of premiums for additional M value, of such items used but not con- Bonds and insurance required because of the sumed which remain the property of CON- TRACTOR. changes in the Work or caused by the event giving rise to the Claim . C. Rentals of all construction equip- ment and machinery, and the parts thereof j. When all the Work is performed on the whether rented from CONTRACTOR or others basis of cost-plus , the costs of premiums for all 0209-D0700 - General Conddicns.doc Page 32 of 44 F9egineeringlCapkat PrejectA)2094� Street Bridge Over Coo Dftn=D9 lh Street Bridge Over CoOM 07-20-0617L09-OO70D - General Condilions.doc , + Bonds and insurance CONTRACTOR is D . Documentation: Whenever the Cost of the required by the Contract Documents to Work for any purpose is to be determined pursuant to purchase and maintain. paragraphs 11 .01 .A and 11 .01 . 6, CONTRACTOR will establish and maintain records thereof in accordance r B. Costs Excluded: The term Cost of the Work with generally accepted accounting practices and shall not include any of the following items: submit in a form acceptable to ENGINEER an itemized cost breakdown together with supporting 1 . Payroll costs and other compensation data. ' of CONTRACTOR's officers, executives, princi- pals (of partnerships and sole proprietorships) , 11 . 02 Cash Allowances general managers, engineers, architects, s estimators, attorneys, auditors, accountants, A. It is understood that CONTRACTOR has in- purchasing and contracting agents , expediters, cluded in the Contract Price all allowances so named timekeepers, clerks, and other personnel in the Contract Documents and shall cause the Work employed by CONTRACTOR , whether at the so covered to be performed for such sums as may be + Site or in CONTRACTOR's principal or branch acceptable to OWNER and ENGINEER. office for general administration of the Work CONTRACTOR agrees that: and not specifically included in the agreed upon r schedule of job classifications referred to in 1 . the allowances include the cost to paragraph 11 . 01 .A. 1 or specifically covered by CONTRACTOR (less any applicable trade paragraph 11 .01 .A.4, all of which are to be discounts) of materials and equipment required considered administrative costs covered by the by the allowances to be delivered at the Site, ■ CONTRACTOR's fee. and all applicable taxes; and 2. Expenses of CONTRACTOR's princi- 2. CONTRACTOR's costs for unloading ' pal and branch offices other than and handling on the Site, labor, installation CONTRACTOR's office at the Site. costs, overhead, profit, and other expenses contemplated for the allowances have been 3. Any part of CONTRACTOR's capital included in the Contract Price and not in the + expenses, including interest on allowances, and no demand for additional CONTRACTOR's capital employed for the payment on account of any of the foregoing will Work and charges against CONTRACTOR for be valid. „O delinquent payments . B. Prior to final payment, an appropriate Change 4. Costs due to the negligence of CON- Order will be issued as recommended by ENGINEER TRACTOR, any Subcontractor, or anyone to reflect actual amounts due CONTRACTOR on + directly or indirectly employed by any of them or account of Work covered by allowances, and the Con- for whose acts any of them may be liable, tract Price shall be correspondingly adjusted. including but not limited to, the correction of + defective Work, disposal of materials or 11 . 03 Unit Price Work equipment wrongly supplied, and making good any damage to property. A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially 5 . Other overhead or general expense the Contract Price will be deemed to include for all costs of any kind and the costs of any item not Unit Price Work an amount equal to the sum of the specifically and expressly included in unit price for each separately identified item of Unit ■ paragraphs 11 .01 .A and 11 . 01 . 6. Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated C CCN "I" TRAcrOR's Fee: When all the Work is quantities of items of Unit Price Work are not guaran- performed on the basis of cost-plus, CONTRACTOR's teed and are solely for the purpose of comparison of ■ fee shall be determined as set forth in the Agreement. Bids and determining an initial Contract Price. Deter- When the value of any Work covered by a Change minations of the actual quantities and classifications of Order or when a Claim for an adjustment in Contract Unit Price Work performed by CONTRACTOR will be ■ Price is determined on the basis of Cost of the Work, made by ENGINEER subject to the provisions of CONTRACTOR's fee shall be determined as set forth paragraph 9. 08. in paragraph 12. 01 . C. B. Each unit price will be deemed to include an amount considered by CONTRACTOR to be ade- 0209-00700 - General Condr ions.doc Page S6 of M FAEngineering%Capital Projeele{ O2 ih Street Bridge Over Coach Ditch= th Street Bridge Over Cooch 07-20-06\0209-00700 - General Condiliona,mc s + 10. 05 Claims and Disputes C. If ENGINEER does not gender a formal A. Notice: Written notice stating the general decision in writing within the time stated in paragraph nature of each Claim, dispute , or other matter shall be 10. 05. 6, a decision denying the Claim in its entirety + delivered by the claimant to ENGINEER and the other shall be deemed to have been issued 31 days after party to the Contract promptly (but in no event later receipt of the last submittal of the claimant or the last than 30 days) after the start of the event giving rise submittal of the opposing party, if any. + thereto. Notice of the amount or extent of the Claim , dispute, or other matter with supporting data shall be D . No Claim for an adjustment in Contract Price delivered to the ENGINEER and the other party to the or Contract Times (or Milestones) will be valid if not Contract within 60 days after the start of such event submitted in accordance with this paragraph 10. 05. + (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of such Claim, dispute, or other matter). A Claim for ARTICLE 11 - COST OF THE WORK; CASH an adjustment in Contract Price shall be prepared in ALLOWANCES ; UNIT PRICE WORK accordance with the provisions of paragraph 12.01 . 13. A Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of 11 . 01 Cost of the Work + paragraph 12.02.13. Each Claim shall be accom- panied by claimant's written statement that the adjust- A. Costs Included: The term Cost of the Work ment claimed is the entire adjustment to which the means the sum of all costs necessarily incurred and claimant believes it is entitled as a result of said event. paid by CONTRACTOR in the proper performance of + The opposing party shall submit any response to the Work. When the value of any Work covered by a ENGINEER and the claimant within 30 days after Change Order or when a Claim for an adjustment in receipt of the claimant's last submittal (unless Contract Price is determined on the basis of Cost of .. ENGINEER allows additional time) . the Work, the costs to be reimbursed to CONTRACTOR will be only those additional or B. ENGINEER's Decision: ENGINEER will incremental costs required because of the change in + render a formal decision in writing within 30 days after the Work or' because of the event giving rise to the receipt of the last submittal of the claimant or the last Claim . Except as otherwise may be agreed to in submittal of the opposing party, if any. ENGINEER's writing by OWNER , such costs shall be in amounts no written decision on such Claim , dispute, or other higher than those prevailing in the locality of the + matter will be final and binding upon OWNER and Project, shall include only the following items, and CONTRACTOR unless: shall not include any of the costs itemized in para- graph 11 .01 . 6. 1 . an appeal from ENGINEER's + decision is taken within the time limits and in 1 . Payroll costs for employees in the accordance with the dispute resolution direct employ of CONTRACTOR in the perfor- procedures set forth in Article 16; or mance of the Work under schedules of job + classifications agreed upon by OWNER and 2. if no such dispute resolution CONTRACTOR. Such employees shall include procedures have been set forth in Article 16, a without limitation superintendents, foremen, written notice of intention to appeal from and other personnel employed full time at the ENGINEER's written decision is delivered by Site. Payroll costs for employees not employed OWNER or CONTRACTOR to the other and to full time on the Work shall be apportioned on ENGINEER within 30 days after the date of the basis of their time spent on the Work. such decision , and a formal proceeding is Payroll costs shall include, but not be limited to , instituted by the appealing party in a forum of salaries and wages plus the cost of fringe competent jurisdiction within 60 days after the benefits, which shall include social security date of such decision or within 60 days after contributions , unemployment, excise, and Substantial Completion , whichever is later payroll taxes, workers' compensation, health (unless otherwise agreed in writing by OWNER and retirement benefits, bonuses , sick leave, and CONTRACTOR), to exercise such rights or vacation and holiday pay applicable thereto. remedies as the appealing party may have with The expenses of performing Work outside of respect to such Claim , dispute, or other matter regular working hours, on Saturday, Sunday, or in accordance with applicable Laws and legal holidays, shall be included in the above to Regulations. the extent authorized by OWNER. Page 31 of 44 0209-00700 . General Coneitians.doc F:IEngineerinBlCepital ProjeGs102094th Street Bridge Over Conch OiIch10209-0th Street Bridge Over Ccorh 07-20-0310209-00700 - General CorpRions.tloc ■ r 2. Cost of all materials and equipment in accordance with rental agreements approved r furnished and incorporated in the Work, includ- by OWNER with the advice of ENGINEER, and ng costs of transportation and storage thereof, the costs of transportation , loading , unloading, and Suppliers' field services required in assembly, dismantling , and removal thereof. connection therewith . All cash discounts shall All such costs shall be in accordance with the terms of said rental agreements. The rental of accrue tf CONTRACTOR unless OWNER an such a ui ment, machinery, or parts shall deposits funds with CONTRACTOR with which cease when the use thereof is no longer to make payments , in which case the cash for the Work. ` discounts shall accrue to OWNER. Ali trade necessary discounts, rebates and refunds and returns d Sales, consumer. use, and other from sale of surplus materials and equipment similar taxes related to the Work, and for which shall accrue to OWNER, and CONTRACTOR CONTRACTOR liable, imposed n Laws and r shall make provisions so that they may be Regulations. obtained . 3 . Payments made by CONTRACTOR e . Deposits lost for causes other than to Subcontractors for Work performed by negligence of CONTRACTOR, any Sub- Subcontractors. If required by OWNER, CON- contractor, or anyone directly or indirectly employed by any of them or for whose acts any TRACTOR shall obtain competitive bids from r of them may be liable, and royalty payments subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to and fees for permits and licenses. OWNER, who will then determine , with the f. Losses and damages (and related r advice of ENGINEER, which bids, if any, will be expenses) caused b damage to the Work, not acceptable. If any subcontract provides that the P ) y compensated by insurance or otherwise, sus- Subcontractor is to be paid on the basis of Cost tained b CONTRACTOR in connection with Of the Work plus a fee, the Subcontractor's the performance of the Work (except losses Cost of the Work and fee shall be determined P in the same manner as CONTRACTOR's Cost and damages within the deductible amounts of of the Work and fee as provided in this para- property insurance established in accordance with paragraph 5 .06. D), provided such losses graph 11 . 01 . and damages have resulted from causes other 4. Costs of special consultants than the negligence of CONTRACTOR, any (including but not limited to engineers , Subcontractor, or anyone directly or indirectly architects, testing laboratories, surveyors, employed by any of them or for whose acts any attorneys, and accountants) employed for of them may be liable. Such losses shall services specifically related to the Work. include settlements made with the written consent and approval of OWNER. No such 5. Supplemental costs including the losses, damages, and expenses shall be following: included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. a. The proportion of necessary trans- The cost of utilities , fuel, and sanitary portabon, travel , and subsistence expenses of facilities at the Site. CONTRACTOR's employees incurred in dis- charge of duties connected with the Work. h. Minor expenses such as telegrams, b. Cost, including transportation and long distance telephone calls, telephone service maintenance, of all materials, supplies, equip- at the Site, expressage, and similar petty cash ment, machinery, appliances, office, and items in connection with the Work. temporary facilities at the Site: and hand tools 1. When the Cost of the Work is used to not owned by the workers, which are consumed in the performance of the Work, and cost, less determine the value of a Change Order or of a Claim, the cost of premiums for additional M value, of such items used but not con- Bonds and insurance required because of the sumed which remain the property of CON- TRACTOR. changes in the Work or caused by the event giving rise to the Claim . C. Rentals of all construction equip- ment and machinery, and the parts thereof j. When all the Work is performed on the whether rented from CONTRACTOR or others basis of cost-plus , the costs of premiums for all 0209-D0700 - General Conddicns.doc Page 32 of 44 F9egineeringlCapkat PrejectA)2094� Street Bridge Over Coo Dftn=D9 lh Street Bridge Over CoOM 07-20-0617L09-OO70D - General Condilions.doc , i quate to cover CONTRACTOR's overhead and profit Documents and agreement to a lump sum is for each separately identified itemnot reached under paragraph 12.01 . 6.2, on the i basis of the Cost of the Work (determined as C. OWNER or CONTRACTOR may make a provided n paragraph 11 .01 ) plus a overhead and profit CONTRACTOR's fee for i Claim for an adjustment in the Contract Price in actor- (determined as provided in paragraph 12. 01 .C). dance with paragraph 10. 05 if. 1 . the quantity of any item of Unit Price C . CONTRACTOR's Fee: The i Work performed by CONTRACTOR differs CONTRACTOR's fee for overhead and profit shall be materially and significantly from the estimated determined as follows: quantity of such item indicated in the 1 a mutually acceptable fixed fee; or i Agreement; and 2. there is no corresponding adjustment 2, if a fixed fee is not agreed upon, then with respect any other item of Work; and a fee based on the following percentages of the various portions of the Cost of the Work: i 3 . if CONTRACTOR believes that a. for costs incurred under para- CONTRACTOR is entitled to an increase in ra hs 11 . 01 .A. 1 and 11 .01 .A.21 the Contract Price as a result of having incurred CONTRACTOR's fee shall be 15 percent; ` additional expense or OWNER believes that OWNER is entitled to a decrease in Contract b , for costs incurred under paragraph Price and the parties are unable to agree as to the amount of any such increase or decrease. 11 . 01 .A.3, the CONTRACTOR's fee shall i be five percent; c. where one or more tiers of subcon- CHANGE OF CONTRACT TIMES i ARTICLE 12 - CHANGE OF CONTRACT PRICE; tracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon , the intent of paragraph 12.01 .C.2.a is that 12. 01 Change of Contract Price the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee A. The Contract Price may only be changed by a of 15 percent of the costs incurred by such Subcontractor under paragraphs 11 .01 .A. 1 Change Order us by t Written Amendment. Any and 11 .01 .A.2 and that any higher tier Claim for written adjustment u the Contract Price shall be Subcontractor and CONTRACTOR will based on t notice submitted e the party making each be paid a fee of five percent of the the Claim n the ENGINEER and the other party to the amount paid to the next lower tier Subcon- ConVact in accordance with the provisions of para- tractor; graph 10.05. d . no fee shall be payable on the B. The value of any Work covered by a Change basis of costs itemized under paragraphs Order or any Claim for an adjustment in the 11 . 01 .A.4, 11 . 01 .A.5, and 11 .01 . 8; Contract Price will be determined as follows: ■ 1 . where the Work involved is covered e. the amount of credit to be allowed b CONTRACTOR to OWNER for any by unit prices contained in the Contract chane which results in a net decrease in Documents , by application of such unit prices to 9 the quantcost will be the amount of the actual net ities of the items involved (subject to decrease in cost plus a deduction in ■ the provisions of paragraph 11 .03 ); or CONTRACTOR' s fee by an amount equal 2. where the Work involved is not cov- to five percent of such net decrease; and ered by unit prices contained in the Contract f. when both additions and credits are ■ Documents, by a mutually agreed lump sum n d in any one change, the adjustment involve(which may include an allowance for overhead CONTRACTORin any OR's fee shall be computed and profit not necessarily in accordance with Iin the basis of the net change in ■ paragraph 12. 01 . C .2) ; or accordance with paragraphs 12.01 . C .2. a 3 . where the Work involved is not cov- through 12.01 .C .2.e, inclusive. ered by unit prices contained in the Contract ■ o209-007go - canerei conditlona.doc Page 34 of 44 R\EngtneennglCapOel Projectst=9-4th Sheet Bridge Over Cootl McM0209-41h Street Bridge Over COoMr 07-2D-0BW209-00700 - General Contljtions.tloc , 12. 02 Change of Contract Times surety for or employee or agent of any of them , for damages arising out of or resulting from: A. The Contract Times (or Milestones) may only be changed by a Change Order or by a Written 1 . delays caused by or within the control Amendment. Any Claim for an adjustment in the of CONTRACTOR; or Contract Times (or Milestones) shall be based on written notice submitted by the party making the claim 2. delays beyond the control of both to the ENGINEER and the other party to the Contract OWNER and CONTRACTOR including but not + in accordance with the provisions of paragraph 10. 05. limited to fires, floods, epidemics, abnormal weather conditions, acts of God, or acts or B. Any adjustment of the Contract Times (or neglect by utility owners or other contractors Milestones) covered by a Change Order or of any performing other work as contemplated by Claim for an adjustment in the Contract Times (or Article 7. Milestones) will be determined in accordance with the provisions of this Article 12. B. Nothing in this paragraph 12.06 bars a change in Contract Price pursuant to this Article 12 to 12 . 03 Delays Beyond CONTRACTOR's Control compensate CONTRACTOR due to delay, interference, or disruption directly attributable to A. Where CONTRACTOR is prevented from actions or inactions of OWNER or anyone for whom completing any part of the Work within the Contract OWNER is responsible. Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or + Milestones) will be extended in an amount equal to the ARTICLE 13 - TESTS AND INSPECTIONS ; time lost due to such delay if a Claim is made therefor CORRECTION , REMOVAL OR ACCEPTANCE OF as provided in paragraph 12. 02.A. Delays beyond the DEFECTIVE WORK + control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other 13. 01 Notice of Defects work as contemplated by Article 7, fires, floods, .. epidemics, abnormal weather conditions, or acts of A Prompt notice of all defective Work of which God. OWNER or ENGINEER has actual knowledge will be given to CONTRACTOR . All defective Work may be 12.04 Delays Within CONTRACTOR's Control rejected, corrected , or accepted as provided in this Article 13. A The Contract Times (or Milestones) will not be extended due to delays within the control of 13. 02 Access to Work + CONTRACTOR. Delays attributable to and within the control of a Subcontractor or Supplier shall be A. OWNER, ENGINEER, ENGINEER's Con- deemed to be delays within the control of CONTRAC- sultants, other representatives and personnel of TOR . OWNER, independent testing laboratories, and governmental agencies with jurisdictional interests will 12.05 Delays Beyond OWNER's and have access to the Site and the Work at reasonable CONTRACTOR's Control times for their observation , inspecting , and testing . CONTRACTOR shall provide them proper and safe A. Where CONTRACTOR is prevented from conditions for such access and advise them of completing any part of the Work within the Contract CONTRACTOR's Site safety procedures and Times (or Milestones) due to delay beyond the control programs so that they may comply therewith as of both OWNER and CONTRACTOR, an extension of applicable. the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be 13. 03 Tests and Inspections ■ CONTRACTOR's sole and exclusive remedy for such delay. A. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required 12. 06 Delay Damages inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate A. In no event shall OWNER or ENGINEER be required inspections or tests. liable to CONTRACTOR, any Subcontractor, any ■ Supplier, or any other person or organization, or to any 0209-00700 - General CoMitbns.doc Page 35 of 44 F:1Engineerftg Capital Projects10209-4th Street Bridge Over Cwo Oitch=094N Street Bridge Over Gooch 07.2M&D209- 0700 - General Conditions.dac ■ + Bonds and insurance CONTRACTOR is D . Documentation: Whenever the Cost of the required by the Contract Documents to Work for any purpose is to be determined pursuant to purchase and maintain. paragraphs 11 .01 .A and 11 .01 . 6, CONTRACTOR will establish and maintain records thereof in accordance r B. Costs Excluded: The term Cost of the Work with generally accepted accounting practices and shall not include any of the following items: submit in a form acceptable to ENGINEER an itemized cost breakdown together with supporting 1 . Payroll costs and other compensation data. ' of CONTRACTOR's officers, executives, princi- pals (of partnerships and sole proprietorships) , 11 . 02 Cash Allowances general managers, engineers, architects, s estimators, attorneys, auditors, accountants, A. It is understood that CONTRACTOR has in- purchasing and contracting agents , expediters, cluded in the Contract Price all allowances so named timekeepers, clerks, and other personnel in the Contract Documents and shall cause the Work employed by CONTRACTOR , whether at the so covered to be performed for such sums as may be + Site or in CONTRACTOR's principal or branch acceptable to OWNER and ENGINEER. office for general administration of the Work CONTRACTOR agrees that: and not specifically included in the agreed upon r schedule of job classifications referred to in 1 . the allowances include the cost to paragraph 11 . 01 .A. 1 or specifically covered by CONTRACTOR (less any applicable trade paragraph 11 .01 .A.4, all of which are to be discounts) of materials and equipment required considered administrative costs covered by the by the allowances to be delivered at the Site, ■ CONTRACTOR's fee. and all applicable taxes; and 2. Expenses of CONTRACTOR's princi- 2. CONTRACTOR's costs for unloading ' pal and branch offices other than and handling on the Site, labor, installation CONTRACTOR's office at the Site. costs, overhead, profit, and other expenses contemplated for the allowances have been 3. Any part of CONTRACTOR's capital included in the Contract Price and not in the + expenses, including interest on allowances, and no demand for additional CONTRACTOR's capital employed for the payment on account of any of the foregoing will Work and charges against CONTRACTOR for be valid. „O delinquent payments . B. Prior to final payment, an appropriate Change 4. Costs due to the negligence of CON- Order will be issued as recommended by ENGINEER TRACTOR, any Subcontractor, or anyone to reflect actual amounts due CONTRACTOR on + directly or indirectly employed by any of them or account of Work covered by allowances, and the Con- for whose acts any of them may be liable, tract Price shall be correspondingly adjusted. including but not limited to, the correction of + defective Work, disposal of materials or 11 . 03 Unit Price Work equipment wrongly supplied, and making good any damage to property. A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially 5 . Other overhead or general expense the Contract Price will be deemed to include for all costs of any kind and the costs of any item not Unit Price Work an amount equal to the sum of the specifically and expressly included in unit price for each separately identified item of Unit ■ paragraphs 11 .01 .A and 11 . 01 . 6. Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated C CCN "I" TRAcrOR's Fee: When all the Work is quantities of items of Unit Price Work are not guaran- performed on the basis of cost-plus, CONTRACTOR's teed and are solely for the purpose of comparison of ■ fee shall be determined as set forth in the Agreement. Bids and determining an initial Contract Price. Deter- When the value of any Work covered by a Change minations of the actual quantities and classifications of Order or when a Claim for an adjustment in Contract Unit Price Work performed by CONTRACTOR will be ■ Price is determined on the basis of Cost of the Work, made by ENGINEER subject to the provisions of CONTRACTOR's fee shall be determined as set forth paragraph 9. 08. in paragraph 12. 01 . C. B. Each unit price will be deemed to include an amount considered by CONTRACTOR to be ade- 0209-00700 - General Condr ions.doc Page S6 of M FAEngineering%Capital Projeele{ O2 ih Street Bridge Over Coach Ditch= th Street Bridge Over Cooch 07-20-06\0209-00700 - General Condiliona,mc i quate to cover CONTRACTOR's overhead and profit Documents and agreement to a lump sum is for each separately identified itemnot reached under paragraph 12.01 . 6.2, on the i basis of the Cost of the Work (determined as C. OWNER or CONTRACTOR may make a provided n paragraph 11 .01 ) plus a overhead and profit CONTRACTOR's fee for i Claim for an adjustment in the Contract Price in actor- (determined as provided in paragraph 12. 01 .C). dance with paragraph 10. 05 if. 1 . the quantity of any item of Unit Price C . CONTRACTOR's Fee: The i Work performed by CONTRACTOR differs CONTRACTOR's fee for overhead and profit shall be materially and significantly from the estimated determined as follows: quantity of such item indicated in the 1 a mutually acceptable fixed fee; or i Agreement; and 2. there is no corresponding adjustment 2, if a fixed fee is not agreed upon, then with respect any other item of Work; and a fee based on the following percentages of the various portions of the Cost of the Work: i 3 . if CONTRACTOR believes that a. for costs incurred under para- CONTRACTOR is entitled to an increase in ra hs 11 . 01 .A. 1 and 11 .01 .A.21 the Contract Price as a result of having incurred CONTRACTOR's fee shall be 15 percent; ` additional expense or OWNER believes that OWNER is entitled to a decrease in Contract b , for costs incurred under paragraph Price and the parties are unable to agree as to the amount of any such increase or decrease. 11 . 01 .A.3, the CONTRACTOR's fee shall i be five percent; c. where one or more tiers of subcon- CHANGE OF CONTRACT TIMES i ARTICLE 12 - CHANGE OF CONTRACT PRICE; tracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon , the intent of paragraph 12.01 .C.2.a is that 12. 01 Change of Contract Price the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee A. The Contract Price may only be changed by a of 15 percent of the costs incurred by such Subcontractor under paragraphs 11 .01 .A. 1 Change Order us by t Written Amendment. Any and 11 .01 .A.2 and that any higher tier Claim for written adjustment u the Contract Price shall be Subcontractor and CONTRACTOR will based on t notice submitted e the party making each be paid a fee of five percent of the the Claim n the ENGINEER and the other party to the amount paid to the next lower tier Subcon- ConVact in accordance with the provisions of para- tractor; graph 10.05. d . no fee shall be payable on the B. The value of any Work covered by a Change basis of costs itemized under paragraphs Order or any Claim for an adjustment in the 11 . 01 .A.4, 11 . 01 .A.5, and 11 .01 . 8; Contract Price will be determined as follows: ■ 1 . where the Work involved is covered e. the amount of credit to be allowed b CONTRACTOR to OWNER for any by unit prices contained in the Contract chane which results in a net decrease in Documents , by application of such unit prices to 9 the quantcost will be the amount of the actual net ities of the items involved (subject to decrease in cost plus a deduction in ■ the provisions of paragraph 11 .03 ); or CONTRACTOR' s fee by an amount equal 2. where the Work involved is not cov- to five percent of such net decrease; and ered by unit prices contained in the Contract f. when both additions and credits are ■ Documents, by a mutually agreed lump sum n d in any one change, the adjustment involve(which may include an allowance for overhead CONTRACTORin any OR's fee shall be computed and profit not necessarily in accordance with Iin the basis of the net change in ■ paragraph 12. 01 . C .2) ; or accordance with paragraphs 12.01 . C .2. a 3 . where the Work involved is not cov- through 12.01 .C .2.e, inclusive. ered by unit prices contained in the Contract ■ o209-007go - canerei conditlona.doc Page 34 of 44 R\EngtneennglCapOel Projectst=9-4th Sheet Bridge Over Cootl McM0209-41h Street Bridge Over COoMr 07-2D-0BW209-00700 - General Contljtions.tloc , r services of an independent testing laborato to B . If ENGINEER considers it necessary or .. perform all inspections , tests, or approvals re ' ed by advisaNEERble thatinspcovered edWork be r tested by otherseCONTRAC- d by ENGI- the Contract Documents except: TOR, at ENGINEER's request, shall uncover, expose, 1 . for inspections, tes or approvals or otherwise make available for observation , inspec- r covered by paragraphs 1 3.0 and 13. 03. D tion , or testing as ENGINEER may require, that below; portion of the Work in question, furnishing all neces- sary labor, material, and equipment. If it is found that r 2. that cos incurred in connection with such Work is defective, CONTRACTOR shall pay all tests or insp 'ons conducted pursuant to Claims, costs, losses, and damages (including but not paragraph 1 . 04 . 6 shall be paid as provided in limited to all fees and charges of engineers, architects, r said par aph 13. 04. 8; and attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out as otherwise specifically provided in of or relating to such uncovering , exposure, observa- r tion , inspection , and testing, and of satisfactory replacement or reconstruction (including but not C . If Laws or Regulations of any public body limited to all costs of repair or replacement of work of having jurisdiction require any Work (or part thereof) others); and OWNER shall be entitled to an _ specifically to be inspected, tested, or approved by an appropriate decrease able to agree as o thetracamount tht Price. ereof, the employee or other representative of such public body, pates are CONTRACTOR shall assume full responsibility for OWNER may make a Claim therefor as provided in r arranging and obtaining such inspections, tests, or paragraph 10.05. If, however, such Work is not found approvals, pay all costs in connection therewith, and to be defe defective, Contract Price or ashall be allow of the an furnish ENGINEER the required certificates of inspec- Contract Times (or Milestones) , or both , directly tion or approval. attributable to such uncovering, exposure, D. CONTRACTOR shall be responsible for observation, inspection, testing , replacement, and arranging and obtaining and shall pay all costs in reconstruction . If the parties are unable to agree as to connection with any inspections, tests, or approvals the amount or extent thereof, CONTRACTOR may required for OWNER's and ENGINEER's acceptance make a Claim therefor as provided in paragraph of materials or equipment to be incorporated in the 10.05. Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to 13. 05 OWNER May Stop the Work CONTRACTOR's purchase thereof for incorporation in the Work. Such inspections, tests , or approvals sufficient skilled workers or able shall be performed by organizations acceptable to materials or to supply quipment, or fails to perfo e Work in OWNER and ENGINEER. such a way that the completed Wor ill conform to E. If any Work (or the work of others) that is to the Contract Documents, OWN may order CON- be inspected , tested , or approved is covered by CON- TRACTOR to stop the Wo or any portion thereof, TRACTOR without written concurrence of ENGI- until the cause for suc rder has been eliminated; NEER, it must, if requested by ENGINEER, be uncov- to stop the Work shall notJgi give rise tny duty on lgh Rthe part of OWNER to ered for observation . exercise t ' right for the benefit of CONTRACTOR, F . Uncovering Work as provided in paragraph any S contractor, any Supplier, any other individual 13. 03. E shall be at CONTRACTOR' s expense unless or tity, or any surety for, or employee or agent of - CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable prompt- ness in response to such notice. ` 13.04 Uncovering Work A. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGI- NEER, be uncovered for ENGINEER's observation and replaced at CONTRACTOR's expense. ■ 0209-0070D - General Contlitions.tloc Page 36 of 44 F.XEngineenng\Capilal Frojects1020941 Street Bridge Over Cooch Oitch10209-0th Street Bhdge over Gooch 07-20-0S=09-00700 - General Conoitions.tloc r 13. 06 Correction or Removal of Defective Work C . Where defective Work (and damage to other r Work resulting therefrom) has been corrected or A. CONTRACTOR shall correct all defective removed and replaced under this paragraph 13.07, Work, whether or not fabricated , installed. or the correction period hereunder with respect to such r completed, pr, if the Work has been rejected by ENGI- Work will be extended for an additional period of one NEER, remove it from the Project and replace it with year after such correction or removal and replacement Work that is not defective. CONTRACTOR shall pay has been satisfactorily completed. all Claims, costs, losses , and damages (including but r not limited to all fees and charges of engineers , D . CONTRACTOR's obligations under this architects, attorneys , and other professionals and all paragraph 13 . 07 are in addition to any other obligation court or arbitration or other dispute resolution costs) or warranty. The provisions of this paragraph 13. 07 VIM arising out of or relating to such correction or removal shall not be construed as a substitute for or a waiver (including but not limited to all costs of repair or of the provisions of any applicable statute of limitation replacement of work of others). or repose. 13. 07 Correction Period 13. 08 Acceptance of Defective Work A. If within one year after the date of Substantial A. If, instead of requiring correction or removal r Completion or such longer period of time as may be and replacement of defective Work, OWNER (and, prescribed by Laws or Regulations or by the terms of prior to ENGINEER's recommendation of final pay- any applicable special guarantee required by the ment, ENGINEER) prefers to accept it, OWNER may Contract Documents or by any specific provision of the do so. CONTRACTOR shall pay all Claims, costs, All Contract Documents, any Work is found to be losses , and damages (including but not limited to all defective, or if the repair of any damages to the land fees and charges of engineers, architects , attorneys, or areas made available for CONTRACTOR's use by and other professionals and all court or arbitration or OWNER or permitted by Laws and Regulations as other dispute resolution costs) attributable to contemplated in paragraph 6. 11 .A is found to be OWNER's evaluation of and determination to accept detective, CONTRACTOR shall promptly, without cost such defective Work (such costs to be approved by to OWNER and in accordance with OWNER's written ENGINEER as to reasonableness) and the diminished instructions: (i) repair such defective land or areas , or value of the Work to the extent not otherwise paid by (ii) correct such defective Work or, if the defective CONTRACTOR pursuant to this sentence. If any Work has been rejected by OWNER, remove it from such acceptance occurs prior to ENGINEER's recom- the Project and replace it with Work that is not mendation of final payment, a Change Order will be defective, and (iii) satisfactorily correct or repair or issued incorporating the necessary revisions in the remove and replace any damage to other Work, to the Contract Documents with respect to the Work, and work of others or other land or areas resulting there- OWNER shall be entitled to an appropriate decrease from . If CONTRACTOR does not promptly comply in the Contract Price, reflecting the diminished value of with the terms of such instructions, or in an Work so accepted . If the parties are unable to agree emergency where delay would cause serious risk of as to the amount thereof, OWNER may make a Claim loss or damage, OWNER may have the defective therefor as provided in paragraph 10. 05. If the Work corrected or repaired or may have the rejected acceptance occurs . after such recommendation, an Work removed and replaced, and all Claims, costs, appropriate amount will be paid by CONTRACTOR to losses, and damages (including but not limited to all OWNER. fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or 13 . 09 OWNER May Correct Defective Work other dispute resolution costs) arising out of or relating r to such correction or repair or such removal and A. If CONTRACTOR fails within a reasonable replacement (including but not limited to all costs of time after written notice from ENGINEER to correct repair or replacement of work of others) will be paid by defective Work or to remove and replace rejected CONTRACTOR . Work as required by ENGINEER in accordance with ■ paragraph 13 . 06.A, or if CONTRACTOR fails to B. In special circumstances where a particular perform the Work in accordance with the Contract item of equipment is placed in continuous service Documents, or if CONTRACTOR fails to comply with 0 before Substantial Completion of all the Work, the any other provision of the Contract Documents, correction period for that item may start to run from an OWNER may, after seven days written notice to earlier date if so provided in the Specifications or by CONTRACTOR, correct and remedy any such Written Amendment. deficiency. ■ 0209-00700 - General Canditionsdoc Page 37 of 44 FSEngineemg\Capital Pmleats=09-0th Street Bridge Over Coo& Gflch%0209-4th Street Bridge Over Coo= 07-20-06W209-00700 - General Corditions.doc 12. 02 Change of Contract Times surety for or employee or agent of any of them , for damages arising out of or resulting from: A. The Contract Times (or Milestones) may only be changed by a Change Order or by a Written 1 . delays caused by or within the control Amendment. Any Claim for an adjustment in the of CONTRACTOR; or Contract Times (or Milestones) shall be based on written notice submitted by the party making the claim 2. delays beyond the control of both to the ENGINEER and the other party to the Contract OWNER and CONTRACTOR including but not + in accordance with the provisions of paragraph 10. 05. limited to fires, floods, epidemics, abnormal weather conditions, acts of God, or acts or B. Any adjustment of the Contract Times (or neglect by utility owners or other contractors Milestones) covered by a Change Order or of any performing other work as contemplated by Claim for an adjustment in the Contract Times (or Article 7. Milestones) will be determined in accordance with the provisions of this Article 12. B. Nothing in this paragraph 12.06 bars a change in Contract Price pursuant to this Article 12 to 12 . 03 Delays Beyond CONTRACTOR's Control compensate CONTRACTOR due to delay, interference, or disruption directly attributable to A. Where CONTRACTOR is prevented from actions or inactions of OWNER or anyone for whom completing any part of the Work within the Contract OWNER is responsible. Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or + Milestones) will be extended in an amount equal to the ARTICLE 13 - TESTS AND INSPECTIONS ; time lost due to such delay if a Claim is made therefor CORRECTION , REMOVAL OR ACCEPTANCE OF as provided in paragraph 12. 02.A. Delays beyond the DEFECTIVE WORK + control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other 13. 01 Notice of Defects work as contemplated by Article 7, fires, floods, .. epidemics, abnormal weather conditions, or acts of A Prompt notice of all defective Work of which God. OWNER or ENGINEER has actual knowledge will be given to CONTRACTOR . All defective Work may be 12.04 Delays Within CONTRACTOR's Control rejected, corrected , or accepted as provided in this Article 13. A The Contract Times (or Milestones) will not be extended due to delays within the control of 13. 02 Access to Work + CONTRACTOR. Delays attributable to and within the control of a Subcontractor or Supplier shall be A. OWNER, ENGINEER, ENGINEER's Con- deemed to be delays within the control of CONTRAC- sultants, other representatives and personnel of TOR . OWNER, independent testing laboratories, and governmental agencies with jurisdictional interests will 12.05 Delays Beyond OWNER's and have access to the Site and the Work at reasonable CONTRACTOR's Control times for their observation , inspecting , and testing . CONTRACTOR shall provide them proper and safe A. Where CONTRACTOR is prevented from conditions for such access and advise them of completing any part of the Work within the Contract CONTRACTOR's Site safety procedures and Times (or Milestones) due to delay beyond the control programs so that they may comply therewith as of both OWNER and CONTRACTOR, an extension of applicable. the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be 13. 03 Tests and Inspections ■ CONTRACTOR's sole and exclusive remedy for such delay. A. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required 12. 06 Delay Damages inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate A. In no event shall OWNER or ENGINEER be required inspections or tests. liable to CONTRACTOR, any Subcontractor, any ■ Supplier, or any other person or organization, or to any 0209-00700 - General CoMitbns.doc Page 35 of 44 F:1Engineerftg Capital Projects10209-4th Street Bridge Over Cwo Oitch=094N Street Bridge Over Gooch 07.2M&D209- 0700 - General Conditions.dac ■ r services of an independent testing laborato to B . If ENGINEER considers it necessary or .. perform all inspections , tests, or approvals re ' ed by advisaNEERble thatinspcovered edWork be r tested by otherseCONTRAC- d by ENGI- the Contract Documents except: TOR, at ENGINEER's request, shall uncover, expose, 1 . for inspections, tes or approvals or otherwise make available for observation , inspec- r covered by paragraphs 1 3.0 and 13. 03. D tion , or testing as ENGINEER may require, that below; portion of the Work in question, furnishing all neces- sary labor, material, and equipment. If it is found that r 2. that cos incurred in connection with such Work is defective, CONTRACTOR shall pay all tests or insp 'ons conducted pursuant to Claims, costs, losses, and damages (including but not paragraph 1 . 04 . 6 shall be paid as provided in limited to all fees and charges of engineers, architects, r said par aph 13. 04. 8; and attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out as otherwise specifically provided in of or relating to such uncovering , exposure, observa- r tion , inspection , and testing, and of satisfactory replacement or reconstruction (including but not C . If Laws or Regulations of any public body limited to all costs of repair or replacement of work of having jurisdiction require any Work (or part thereof) others); and OWNER shall be entitled to an _ specifically to be inspected, tested, or approved by an appropriate decrease able to agree as o thetracamount tht Price. ereof, the employee or other representative of such public body, pates are CONTRACTOR shall assume full responsibility for OWNER may make a Claim therefor as provided in r arranging and obtaining such inspections, tests, or paragraph 10.05. If, however, such Work is not found approvals, pay all costs in connection therewith, and to be defe defective, Contract Price or ashall be allow of the an furnish ENGINEER the required certificates of inspec- Contract Times (or Milestones) , or both , directly tion or approval. attributable to such uncovering, exposure, D. CONTRACTOR shall be responsible for observation, inspection, testing , replacement, and arranging and obtaining and shall pay all costs in reconstruction . If the parties are unable to agree as to connection with any inspections, tests, or approvals the amount or extent thereof, CONTRACTOR may required for OWNER's and ENGINEER's acceptance make a Claim therefor as provided in paragraph of materials or equipment to be incorporated in the 10.05. Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to 13. 05 OWNER May Stop the Work CONTRACTOR's purchase thereof for incorporation in the Work. Such inspections, tests , or approvals sufficient skilled workers or able shall be performed by organizations acceptable to materials or to supply quipment, or fails to perfo e Work in OWNER and ENGINEER. such a way that the completed Wor ill conform to E. If any Work (or the work of others) that is to the Contract Documents, OWN may order CON- be inspected , tested , or approved is covered by CON- TRACTOR to stop the Wo or any portion thereof, TRACTOR without written concurrence of ENGI- until the cause for suc rder has been eliminated; NEER, it must, if requested by ENGINEER, be uncov- to stop the Work shall notJgi give rise tny duty on lgh Rthe part of OWNER to ered for observation . exercise t ' right for the benefit of CONTRACTOR, F . Uncovering Work as provided in paragraph any S contractor, any Supplier, any other individual 13. 03. E shall be at CONTRACTOR' s expense unless or tity, or any surety for, or employee or agent of - CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable prompt- ness in response to such notice. ` 13.04 Uncovering Work A. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGI- NEER, be uncovered for ENGINEER's observation and replaced at CONTRACTOR's expense. ■ 0209-0070D - General Contlitions.tloc Page 36 of 44 F.XEngineenng\Capilal Frojects1020941 Street Bridge Over Cooch Oitch10209-0th Street Bhdge over Gooch 07-20-0S=09-00700 - General Conoitions.tloc B. In exercising the rights and remedies under 14 . 02 Progress Payments _ this paragraph , OWNER shall proceed expeditiously. In connection with such corrective and remedial A. Applications for Payments action , OWNER may exclude CONTRACTOR from all 1 . At least 20 days before the date or part of the Site, take possession of all or part of the lishedr each progress g ay ment but not Work and suspend CONTRACTOR's services related moesteenoftthanonce a month), thereto, take possession of CONTRACTOR's tools, submit to ENGINEER for appliances, construction equipment and machinery at new an Application atioshan for Paymen fillled out andrei the Site, and incorporate in the Work all materials and r Hari b CONTRACTOR covering the Work equipment stored at the Site or for which OWNER has completed C N the date of the Application and paid CONTRACTOR but which are stored elsewhere. such supporting CONTRACTOR shall allow OWNER, OWNER's accompanied by representatives, agents and employees, OWNER' s Documents onon lfas is regtulis drequested onby the Vthe other contractors, and ENGINEER and ENGINEER'S Consultants access to the Site to enable OWNER to basis oraf materials at in rialshe Wa and but qd pment and not exercise the rights and remedies under this suitably stored at the Site or at another location paragraph. agreed to in writing , the Application for Payment shall also be accompanied by a bill of sale. C. All Claims , costs, losses, and damages (including but not limited to all fees and charges of invoice, or other documentation warranting that engineers, architects, attorneys, and other OWNER has received the materials and equip- professionals and all court or arbitration or other tment hat the(remand cl and of ail lens d evidcoveredce • dispute resolution costs) incurred or sustained by b app ro riate property insurance or other OWNER in exercising the rights and remedies under by ements to protect OWNER'S interest this paragraph 13. 09 will be charged against CON- 9 TRACTOR, and a Change Order will be issued therein, all of which must be satisfactory to i incorporating the necessary revisions in the Contract OWNER. Documents with respect to the Work; and OWNER 2 Beginning with the second shall be entitled to an appropriate decrease in the 9 9 Contract Price. If the parties are unable to agree as to Application for Payment, each Application shall r the amount of the adjustment, OWNER may make a include an affidavit of CONTRACTOR stating Claim therefor as provided in paragraph 10 .05. Such that n all previous progress unt of the Work have been applayments ied ed claims, costs , lasses and damages will include but not be limited to all costs of repair, or replacement of work account legitimate counttobligatio har associated with CONTRACTOR's of others destroyed or damaged by correction , for Payment. removal, or replacement of CONTRACTOR'S Applications defective Work. 3. The amount of retainage with respect D. CONTRACTOR shall not be allowed an to the progress 9eement ments will be as stipulated in extension of the Contract Times (or Milestones) 9 because of any delay in the performance of the Work attributable to the exercise by OWNER of OWNER's B. Review of Applications rights and remedies under this paragraph 13 .09. 1 , ENGINEER will, within 10 days after receipt of each Application for Payment, either ARTICLE 14 - PAYMENTS TO CONTRACTOR AND indicate ing a recommendation of Payment 1 and ntpresent the Application to COMPLETION OWNER or return the Application to CONTRACTOR indicating in writing 14.01 Schedule of Values ENGINEER's reasons for refusing to recommend payment In the latter case, CON - • A. The schedule of values established as provid- TRACTOR may make the necessary ed in paragraph 2.07 .A will serve as the basis for corrections and resubmit the Application. progress payments and will be incorporated into a 2 ENGINEER's recommendation of • form of Application for Payment acceptable to ENGI- NEER. Progress payments on account of Unit Price any payment requested iute s an Application for by Work will be based on the number of units completed. Payment ENGINEER ill coonstitOWNER, based representation on ■ 0209-W700 - General Condimns.pw Page 36 of 44 F9Ergineenng\Gapital Pmjec =094th Street Bridge Over Cwc Oitchl020"th Street Bndge Over Conch 07.20-0BtDMM0700 - General Cmftans.doc , ENGINEER's observations on the Site of the make any examination to ascertain how or for executed Work as an experienced and qualified what purposes CONTRACTOR has used the design professional and on ENGINEER's moneys paid on account of the Contract Price, review of the Application for Payment and the or to determine that title to any of the Work, + accompanying data and schedules, that to the materials, or equipment has passed to best of ENGINEER's knowledge , information OWNER free and clear of any Liens . and belief: 5. ENGINEER may refuse to recom- a. the Work has progressed to the point mend the whole or any part of any payment if, indicated; in ENGINEER's opinion, it would be incorrect to make the representations to OWNER referred + b. the quality of the Work is generally in to in paragraph 14. 02. 6.2. ENGINEER may accordance with the Contract Documents also refuse to recommend any such payment (subject to an evaluation of the Work as a or, because of subsequently discovered functioning whole prior to or upon evidence or the results of subsequent Substantial Completion, to the results of any inspections or tests, revise or revoke any such subsequent tests called for in the Contract payment recommendation previously made, to Documents, to a final determination of such extent as may be necessary in + quantities and classifications for Unit Price ENGINEER'S opinion to protect OWNER from Work under paragraph 9. 08, and to any loss because: other qualifications stated in the + recommendation); and a. the Work is defective, or completed Work has been damaged, requiring c. The conditions precedent to correction or replacement; CONTRACTOR's being entitled to such payment appear to have been fulfilled in so b . the Contract Price has been reduced far as it is ENGINEER's responsibility to by Written Amendment or Change Orders; observe the Work. c. OWNER has been required to correct + 3. By recommending any such defective Work or complete Work in accor- payment ENGINEER will not thereby be dance with paragraph 13. 09 ; or deemed to have represented that: (i) inspec- tions made to check the quality or the quantity a . Et+161P.—R bf of the Work as it has been performed have the occurrence nfacry e evofftf— ents enummer- been exhaustive, extended to every aspect of atPIEFSOFElPh -92-A. the Work in progress , or involved detailed " inspections of the Work beyond the responsi- C . Payment 8ecomesDue bilities specifically assigned to ENGINEER in the Contract Documents; or (ii) that there may r not be other matters or issues between the Application for Payment to 96&1 with parties that might entitle CONTRACTOR to be ENGINEER's recommeDdatior, the amount paid additionally by OWNER or entitle OWNER recommended ' ject to the provisions of to withhold payment to CONTRACTOR. para 02. D) become due, and when r 4. Neither ENGINEER's review of CONTRACTOR's Work for the purposes of D. Reduction in Payment r recommending payments nor ENGINEER's recommendation of any payment, including final 1 . OWNER may refuse to make payment, will impose responsibility on Payment of the full amount recommended by ENGINEER to supervise, direct, or control the ENGINEER because: • Work or for the means, methods , techniques, sequences, or procedures of construction, or a. claims have been made against the safety precautions and programs incident OWNER on account of CONTRACTOR's thereto, or for CONTRACTOR's failure to performance or furnishing of the Work; comply with Laws and Regulations applicable to CONTRACTOR's performance of the Work. b. Liens have been filed in connection Additionally, said review or recommendation will with the Work, except where • not impose responsibility on ENGINEER to CONTRACTOR has delivered a specific 020300700 - General Cancations.doc Page 39 of 44 F9EngineeringlCapital Prgeus=2 th Street Bridge Over Coach Oitch=094th Street Bridge Over Cooch 07-2006W20306700 - General Co itlons.doc r 13. 06 Correction or Removal of Defective Work C . Where defective Work (and damage to other r Work resulting therefrom) has been corrected or A. CONTRACTOR shall correct all defective removed and replaced under this paragraph 13.07, Work, whether or not fabricated , installed. or the correction period hereunder with respect to such r completed, pr, if the Work has been rejected by ENGI- Work will be extended for an additional period of one NEER, remove it from the Project and replace it with year after such correction or removal and replacement Work that is not defective. CONTRACTOR shall pay has been satisfactorily completed. all Claims, costs, losses , and damages (including but r not limited to all fees and charges of engineers , D . CONTRACTOR's obligations under this architects, attorneys , and other professionals and all paragraph 13 . 07 are in addition to any other obligation court or arbitration or other dispute resolution costs) or warranty. The provisions of this paragraph 13. 07 VIM arising out of or relating to such correction or removal shall not be construed as a substitute for or a waiver (including but not limited to all costs of repair or of the provisions of any applicable statute of limitation replacement of work of others). or repose. 13. 07 Correction Period 13. 08 Acceptance of Defective Work A. If within one year after the date of Substantial A. If, instead of requiring correction or removal r Completion or such longer period of time as may be and replacement of defective Work, OWNER (and, prescribed by Laws or Regulations or by the terms of prior to ENGINEER's recommendation of final pay- any applicable special guarantee required by the ment, ENGINEER) prefers to accept it, OWNER may Contract Documents or by any specific provision of the do so. CONTRACTOR shall pay all Claims, costs, All Contract Documents, any Work is found to be losses , and damages (including but not limited to all defective, or if the repair of any damages to the land fees and charges of engineers, architects , attorneys, or areas made available for CONTRACTOR's use by and other professionals and all court or arbitration or OWNER or permitted by Laws and Regulations as other dispute resolution costs) attributable to contemplated in paragraph 6. 11 .A is found to be OWNER's evaluation of and determination to accept detective, CONTRACTOR shall promptly, without cost such defective Work (such costs to be approved by to OWNER and in accordance with OWNER's written ENGINEER as to reasonableness) and the diminished instructions: (i) repair such defective land or areas , or value of the Work to the extent not otherwise paid by (ii) correct such defective Work or, if the defective CONTRACTOR pursuant to this sentence. If any Work has been rejected by OWNER, remove it from such acceptance occurs prior to ENGINEER's recom- the Project and replace it with Work that is not mendation of final payment, a Change Order will be defective, and (iii) satisfactorily correct or repair or issued incorporating the necessary revisions in the remove and replace any damage to other Work, to the Contract Documents with respect to the Work, and work of others or other land or areas resulting there- OWNER shall be entitled to an appropriate decrease from . If CONTRACTOR does not promptly comply in the Contract Price, reflecting the diminished value of with the terms of such instructions, or in an Work so accepted . If the parties are unable to agree emergency where delay would cause serious risk of as to the amount thereof, OWNER may make a Claim loss or damage, OWNER may have the defective therefor as provided in paragraph 10. 05. If the Work corrected or repaired or may have the rejected acceptance occurs . after such recommendation, an Work removed and replaced, and all Claims, costs, appropriate amount will be paid by CONTRACTOR to losses, and damages (including but not limited to all OWNER. fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or 13 . 09 OWNER May Correct Defective Work other dispute resolution costs) arising out of or relating r to such correction or repair or such removal and A. If CONTRACTOR fails within a reasonable replacement (including but not limited to all costs of time after written notice from ENGINEER to correct repair or replacement of work of others) will be paid by defective Work or to remove and replace rejected CONTRACTOR . Work as required by ENGINEER in accordance with ■ paragraph 13 . 06.A, or if CONTRACTOR fails to B. In special circumstances where a particular perform the Work in accordance with the Contract item of equipment is placed in continuous service Documents, or if CONTRACTOR fails to comply with 0 before Substantial Completion of all the Work, the any other provision of the Contract Documents, correction period for that item may start to run from an OWNER may, after seven days written notice to earlier date if so provided in the Specifications or by CONTRACTOR, correct and remedy any such Written Amendment. deficiency. ■ 0209-00700 - General Canditionsdoc Page 37 of 44 FSEngineemg\Capital Pmleats=09-0th Street Bridge Over Coo& Gflch%0209-4th Street Bridge Over Coo= 07-20-06W209-00700 - General Corditions.doc B. In exercising the rights and remedies under 14 . 02 Progress Payments _ this paragraph , OWNER shall proceed expeditiously. In connection with such corrective and remedial A. Applications for Payments action , OWNER may exclude CONTRACTOR from all 1 . At least 20 days before the date or part of the Site, take possession of all or part of the lishedr each progress g ay ment but not Work and suspend CONTRACTOR's services related moesteenoftthanonce a month), thereto, take possession of CONTRACTOR's tools, submit to ENGINEER for appliances, construction equipment and machinery at new an Application atioshan for Paymen fillled out andrei the Site, and incorporate in the Work all materials and r Hari b CONTRACTOR covering the Work equipment stored at the Site or for which OWNER has completed C N the date of the Application and paid CONTRACTOR but which are stored elsewhere. such supporting CONTRACTOR shall allow OWNER, OWNER's accompanied by representatives, agents and employees, OWNER' s Documents onon lfas is regtulis drequested onby the Vthe other contractors, and ENGINEER and ENGINEER'S Consultants access to the Site to enable OWNER to basis oraf materials at in rialshe Wa and but qd pment and not exercise the rights and remedies under this suitably stored at the Site or at another location paragraph. agreed to in writing , the Application for Payment shall also be accompanied by a bill of sale. C. All Claims , costs, losses, and damages (including but not limited to all fees and charges of invoice, or other documentation warranting that engineers, architects, attorneys, and other OWNER has received the materials and equip- professionals and all court or arbitration or other tment hat the(remand cl and of ail lens d evidcoveredce • dispute resolution costs) incurred or sustained by b app ro riate property insurance or other OWNER in exercising the rights and remedies under by ements to protect OWNER'S interest this paragraph 13. 09 will be charged against CON- 9 TRACTOR, and a Change Order will be issued therein, all of which must be satisfactory to i incorporating the necessary revisions in the Contract OWNER. Documents with respect to the Work; and OWNER 2 Beginning with the second shall be entitled to an appropriate decrease in the 9 9 Contract Price. If the parties are unable to agree as to Application for Payment, each Application shall r the amount of the adjustment, OWNER may make a include an affidavit of CONTRACTOR stating Claim therefor as provided in paragraph 10 .05. Such that n all previous progress unt of the Work have been applayments ied ed claims, costs , lasses and damages will include but not be limited to all costs of repair, or replacement of work account legitimate counttobligatio har associated with CONTRACTOR's of others destroyed or damaged by correction , for Payment. removal, or replacement of CONTRACTOR'S Applications defective Work. 3. The amount of retainage with respect D. CONTRACTOR shall not be allowed an to the progress 9eement ments will be as stipulated in extension of the Contract Times (or Milestones) 9 because of any delay in the performance of the Work attributable to the exercise by OWNER of OWNER's B. Review of Applications rights and remedies under this paragraph 13 .09. 1 , ENGINEER will, within 10 days after receipt of each Application for Payment, either ARTICLE 14 - PAYMENTS TO CONTRACTOR AND indicate ing a recommendation of Payment 1 and ntpresent the Application to COMPLETION OWNER or return the Application to CONTRACTOR indicating in writing 14.01 Schedule of Values ENGINEER's reasons for refusing to recommend payment In the latter case, CON - • A. The schedule of values established as provid- TRACTOR may make the necessary ed in paragraph 2.07 .A will serve as the basis for corrections and resubmit the Application. progress payments and will be incorporated into a 2 ENGINEER's recommendation of • form of Application for Payment acceptable to ENGI- NEER. Progress payments on account of Unit Price any payment requested iute s an Application for by Work will be based on the number of units completed. Payment ENGINEER ill coonstitOWNER, based representation on ■ 0209-W700 - General Condimns.pw Page 36 of 44 F9Ergineenng\Gapital Pmjec =094th Street Bridge Over Cwc Oitchl020"th Street Bndge Over Conch 07.20-0BtDMM0700 - General Cmftans.doc , i Bond satisfactory to OWNER to secure the Completion . There shall be attached to the certificate i satisfaction and discharge of such Liens; a tentative list of items to be completed or corrected before final payment. OWNER shall have seven days c. there are other items entitling OWN- after receipt of the tentative certificate during which to ER to a set-off against the amount make written objection to ENGINEER as to any i recommended ; or provisions of the certificate or attached list. If, after considering such objections, ENGINEER concludes d . OWNER has actual knowledge of the that the Work is not substantially complete, i occurrence of any of the events enumerated ENGINEER will within 14 days after submission of the in paragraphs 14.02. B. 5.a through tentative certificate to OWNER notify CONTRACTOR 14. 02. B.5.c or paragraph 15.02.A. in writing, stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER i 2. If OWNER refuses to make payment considers the Work substantially complete, of the full amount recommended by ENGINEER will within said 14 days execute and ENGINEER, OWNER must give deliver to OWNER and CONTRACTOR a definitive i CONTRACTOR immediate written notice (with certificate of Substantial Completion (with a revised a copy to ENGINEER) stating the reasons or tentative list of items to be completed or corrected) such action and promptly pay CONTRACTOR reflecting such changes from the tentative certificate i any amount remaining after deduction of the as ENGINEER believes justified after consideration of amount so withheld. OWNER shall promptly any objections from OWNER. At the time of delivery pay CONTRACTOR the amount so withheld, or of the tentative certificate of Substantial Completion any adjustment thereto agreed to by OWNER ENGINEER will deliver to OWNER and CONTRAC- and CONTRACTOR, when CONTRACTOR TOR a written recommendation as to division o T ding final ayment een corrects to OWNER's satisfaction the reasons OWNER anld COes NTpRACTOR withespectto security, ity, for such action. operation , safety, and protection of the Work, _ 3. If it is subsequently determined that maintenance, utilities inlessnceOtalnnNER�nties OWNER's refusal of payment was not justified, and guarantees. and the amount wrongfully withheld shall be treated CONTwriting and so inform RENG NEER agreeACTOR nw iting otherwise prinprior ENGINEER's as an amount due as determined by paragraph issuing the definitive certificate of Substantial Comple- 14.02. C . 1 . tion, ENGINEER's aforesaid recommendation will be 14 .03 CONTRACTOR's Warranty of Tide binding on OWNER and CONTRACTOR until final payment. A. CONTRACTOR warrants and guarantees B. OWNER shall have the fight to exclude that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated SubstaCONTRACTOR from the Site after the date of CON- in the Project or not, will pass to OWNER no later than TRACTnOR reasonable access to complete tial Completion, but OWNER shall lor correctlow the time of payment free and clear of all Liens. items on the tentative list. 14 .04 Substantial Completion 14 . 05 Partial Utilization A. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall A. Use by OWNER at OWNER's option of any ■ notify OWNER and ENGINEER in witing that the substantially completed part of the Work which has entire Work is substantially complete (except for items specifically been identified in the Contract Documents , specifically listed by CONTRACTOR as incomplete) or which OWNER, ENGINEER, and CONTRACTOR 0 and request that ENGINEER issue a certificate of agree constitutes a separately functioning and usable Substantial Completion. Promotly thereafter, part of the Work that can be used by OWNER for its OWNER, CONTRACTOR, and ENGINEER shall intended purpose without significant interference with make an inspection of the Work to determine the CONTRACTOR's performance of the remainder of ■ status of completion. If ENGINEER does not consider the Work, may be accomplished prior to Substantial the Work substantially complete, ENGINEER will Completion of all the Work subject to the following notify CONTRACTOR in writing giving the reasons conditions . ■ therefor. If ENGINEER considers the Work 1 OWNER at any time may request substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial CONTRACTOR in writing to permit OWNER to Completion which shall fix the date of Substantial use any such part of the Work which OWNER 0209-00700 - Generel Condibons.doc Page 40 of 44 03-00700 - General Canditions.doc EngineennglGapital Prejeds=09-4th Street Bridge over coach Ditch10209-4th Street Bridge Over Coach 07-20-06W2 'r% r s. believes to be ready for its intended use and tees , Bonds, certificates or other evidence of +e substantially complete. If CONTRACTOR insurance certificates of inspection , marked-up agrees that such part of the Work is record documents (as provided in paragraph substantially complete, CONTRACTOR will 6 . 12), and other documents, CONTRACTOR certify to OWNER and ENGINEER that such may make application for final payment follow- part of the Work is substantially complete and ing the procedure for progress payments. request ENGINEER to issue a certificate of Substantial Completion for that part of the 2 . The final Application for Payment Work. CONTRACTOR at any time may notify shall be accompanied (except as previously OWNER and ENGINEER in writing that delivered) by: (i) all documentation called for in CONTRACTOR considers any such part of the the Contract Documents , including but not Work ready for its intended use and substan- limited to the evidence of insurance required by tially complete and request ENGINEER to issue subparagraph 5 . 04 . B.7; (ii) consent of the a certificate of Substantial Completion for that surety, if any, to final payment; and (iii) part of the Work. Within a reasonable time complete and legally effective releases or after either such request, OWNER, waivers (satisfactory to OWNER) of all Lien CONTRACTOR, and ENGINEER shall make rights arising out of or Liens filed in connection an inspection of that part of the Work to with the Work. determine its status of completion. If ENGINEER does not consider that part of the 3. In lieu of the releases or waivers of Work to be substantially complete, ENGINEER Liens specified in paragraph 14.07.A.2 and as will notify OWNER and CONTRACTOR in approved by OWNER, CONTRACTOR may writing giving the reasons therefor. If furnish receipts or releases in full and an ENGINEER considers that part of the Work to affidavit of CONTRACTOR that: (i) the releases be substantially complete, the provisions of and receipts include all labor, services, paragraph 14 . 04 will apply with respect to material, and equipment for which a Lien could certification of Substantial Completion of that be filed ; and (ii) all payrolls , material and part of the Work and the division of equipment bills, and other indebtedness responsibility in respect thereof and access connected with the Work for which OWNER or thereto. OWNER's property might in any way be responsible have been paid or otherwise satis- 2. No occupancy or separate operation fied. If any Subcontractor or Supplier fails to of part of the Work may occur prior to furnish such a release or receipt in full , CON- compliance with the requirements of paragraph TRACTOR may furnish a Bond or other 5. 10 regarding property insurance. collateral satisfactory to OWNER to indemnity OWNER against any Lien. ., 14. 06 Final Inspection B. Review of Application and Acceptance A. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is 1 . If, on the basis of ENGINEER's complete, ENGINEER will promptly make a final observation of the Work during construction inspection with OWNER and CONTRACTOR and will and final inspection, and ENGINEER's review notify CONTRACTOR in writing of all particulars in of the final Application for Payment and which this inspection reveals that the Work is accompanying documentation as required by incomplete or defective. CONTRACTOR shall the Contract Documents, ENGINEER is immediately take such measures as are necessary to satisfied that the Work has been completed complete such Work or remedy such deficiencies. and CONTRACTOR's other obligations under the Contract Documents have been fulfilled , 14. 07 Final Pay'rTieni ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in A. Application for Payment writing ENGINEER's recommendation of payment and present the Application for 1 . After CONTRACTOR has, in the Payment to OWNER for payment. At the same opinion of ENGINEER, satisfactorily completed time ENGINEER will also give written notice to all corrections identified during the final OWNER and CONTRACTOR that the Work is inspection and has delivered, in accordance acceptable subject to the provisions of with the Contract Documents, all maintenance paragraph 14 . 09. Otherwise, ENGINEER will and operating instructions , schedules , guaran- return the Application for Payment to 020300700 - General Conditions.doc Page 41 of 44 R: EngineerirvMCapital Prcleas=094th Street Bridge Dver Cooch Ditrh=094th street Bridge Over Cooch 07-20-05D20M0700 - General Conditions.doc ENGINEER's observations on the Site of the make any examination to ascertain how or for executed Work as an experienced and qualified what purposes CONTRACTOR has used the design professional and on ENGINEER's moneys paid on account of the Contract Price, review of the Application for Payment and the or to determine that title to any of the Work, + accompanying data and schedules, that to the materials, or equipment has passed to best of ENGINEER's knowledge , information OWNER free and clear of any Liens . and belief: 5. ENGINEER may refuse to recom- a. the Work has progressed to the point mend the whole or any part of any payment if, indicated; in ENGINEER's opinion, it would be incorrect to make the representations to OWNER referred + b. the quality of the Work is generally in to in paragraph 14. 02. 6.2. ENGINEER may accordance with the Contract Documents also refuse to recommend any such payment (subject to an evaluation of the Work as a or, because of subsequently discovered functioning whole prior to or upon evidence or the results of subsequent Substantial Completion, to the results of any inspections or tests, revise or revoke any such subsequent tests called for in the Contract payment recommendation previously made, to Documents, to a final determination of such extent as may be necessary in + quantities and classifications for Unit Price ENGINEER'S opinion to protect OWNER from Work under paragraph 9. 08, and to any loss because: other qualifications stated in the + recommendation); and a. the Work is defective, or completed Work has been damaged, requiring c. The conditions precedent to correction or replacement; CONTRACTOR's being entitled to such payment appear to have been fulfilled in so b . the Contract Price has been reduced far as it is ENGINEER's responsibility to by Written Amendment or Change Orders; observe the Work. c. OWNER has been required to correct + 3. By recommending any such defective Work or complete Work in accor- payment ENGINEER will not thereby be dance with paragraph 13. 09 ; or deemed to have represented that: (i) inspec- tions made to check the quality or the quantity a . Et+161P.—R bf of the Work as it has been performed have the occurrence nfacry e evofftf— ents enummer- been exhaustive, extended to every aspect of atPIEFSOFElPh -92-A. the Work in progress , or involved detailed " inspections of the Work beyond the responsi- C . Payment 8ecomesDue bilities specifically assigned to ENGINEER in the Contract Documents; or (ii) that there may r not be other matters or issues between the Application for Payment to 96&1 with parties that might entitle CONTRACTOR to be ENGINEER's recommeDdatior, the amount paid additionally by OWNER or entitle OWNER recommended ' ject to the provisions of to withhold payment to CONTRACTOR. para 02. D) become due, and when r 4. Neither ENGINEER's review of CONTRACTOR's Work for the purposes of D. Reduction in Payment r recommending payments nor ENGINEER's recommendation of any payment, including final 1 . OWNER may refuse to make payment, will impose responsibility on Payment of the full amount recommended by ENGINEER to supervise, direct, or control the ENGINEER because: • Work or for the means, methods , techniques, sequences, or procedures of construction, or a. claims have been made against the safety precautions and programs incident OWNER on account of CONTRACTOR's thereto, or for CONTRACTOR's failure to performance or furnishing of the Work; comply with Laws and Regulations applicable to CONTRACTOR's performance of the Work. b. Liens have been filed in connection Additionally, said review or recommendation will with the Work, except where • not impose responsibility on ENGINEER to CONTRACTOR has delivered a specific 020300700 - General Cancations.doc Page 39 of 44 F9EngineeringlCapital Prgeus=2 th Street Bridge Over Coach Oitch=094th Street Bridge Over Cooch 07-2006W20306700 - General Co itlons.doc i Bond satisfactory to OWNER to secure the Completion . There shall be attached to the certificate i satisfaction and discharge of such Liens; a tentative list of items to be completed or corrected before final payment. OWNER shall have seven days c. there are other items entitling OWN- after receipt of the tentative certificate during which to ER to a set-off against the amount make written objection to ENGINEER as to any i recommended ; or provisions of the certificate or attached list. If, after considering such objections, ENGINEER concludes d . OWNER has actual knowledge of the that the Work is not substantially complete, i occurrence of any of the events enumerated ENGINEER will within 14 days after submission of the in paragraphs 14.02. B. 5.a through tentative certificate to OWNER notify CONTRACTOR 14. 02. B.5.c or paragraph 15.02.A. in writing, stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER i 2. If OWNER refuses to make payment considers the Work substantially complete, of the full amount recommended by ENGINEER will within said 14 days execute and ENGINEER, OWNER must give deliver to OWNER and CONTRACTOR a definitive i CONTRACTOR immediate written notice (with certificate of Substantial Completion (with a revised a copy to ENGINEER) stating the reasons or tentative list of items to be completed or corrected) such action and promptly pay CONTRACTOR reflecting such changes from the tentative certificate i any amount remaining after deduction of the as ENGINEER believes justified after consideration of amount so withheld. OWNER shall promptly any objections from OWNER. At the time of delivery pay CONTRACTOR the amount so withheld, or of the tentative certificate of Substantial Completion any adjustment thereto agreed to by OWNER ENGINEER will deliver to OWNER and CONTRAC- and CONTRACTOR, when CONTRACTOR TOR a written recommendation as to division o T ding final ayment een corrects to OWNER's satisfaction the reasons OWNER anld COes NTpRACTOR withespectto security, ity, for such action. operation , safety, and protection of the Work, _ 3. If it is subsequently determined that maintenance, utilities inlessnceOtalnnNER�nties OWNER's refusal of payment was not justified, and guarantees. and the amount wrongfully withheld shall be treated CONTwriting and so inform RENG NEER agreeACTOR nw iting otherwise prinprior ENGINEER's as an amount due as determined by paragraph issuing the definitive certificate of Substantial Comple- 14.02. C . 1 . tion, ENGINEER's aforesaid recommendation will be 14 .03 CONTRACTOR's Warranty of Tide binding on OWNER and CONTRACTOR until final payment. A. CONTRACTOR warrants and guarantees B. OWNER shall have the fight to exclude that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated SubstaCONTRACTOR from the Site after the date of CON- in the Project or not, will pass to OWNER no later than TRACTnOR reasonable access to complete tial Completion, but OWNER shall lor correctlow the time of payment free and clear of all Liens. items on the tentative list. 14 .04 Substantial Completion 14 . 05 Partial Utilization A. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall A. Use by OWNER at OWNER's option of any ■ notify OWNER and ENGINEER in witing that the substantially completed part of the Work which has entire Work is substantially complete (except for items specifically been identified in the Contract Documents , specifically listed by CONTRACTOR as incomplete) or which OWNER, ENGINEER, and CONTRACTOR 0 and request that ENGINEER issue a certificate of agree constitutes a separately functioning and usable Substantial Completion. Promotly thereafter, part of the Work that can be used by OWNER for its OWNER, CONTRACTOR, and ENGINEER shall intended purpose without significant interference with make an inspection of the Work to determine the CONTRACTOR's performance of the remainder of ■ status of completion. If ENGINEER does not consider the Work, may be accomplished prior to Substantial the Work substantially complete, ENGINEER will Completion of all the Work subject to the following notify CONTRACTOR in writing giving the reasons conditions . ■ therefor. If ENGINEER considers the Work 1 OWNER at any time may request substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial CONTRACTOR in writing to permit OWNER to Completion which shall fix the date of Substantial use any such part of the Work which OWNER 0209-00700 - Generel Condibons.doc Page 40 of 44 03-00700 - General Canditions.doc EngineennglGapital Prejeds=09-4th Street Bridge over coach Ditch10209-4th Street Bridge Over Coach 07-20-06W2 'r% r CONTRACTOR, indicating in writing the ARTICLE 15 - SUSPENSION OF WORK AND reasons for refusing to recommend final TERMINATION payment, in which case CONTRACTOR shall make the necessary corrections and resubmit 15 . 01 OWNER May Suspend Work the Application for Payment. C . payment Becomes Due A. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period 1 . Thirty days after the presentation to of not more than 90 consecutive days by notice in OWNER of the Application for Payment and writing to CONTRACTOR and ENGINEER which will accompanying documentation , the amount fix the date on which Work will be resumed . CON- recommended by ENGINEER will become due TRACTOR shall resume the Work on the date so and , when due, will be paid by OWNER to fixed. CONTRACTOR shall be allowed an adjustment CONTRACTOR. in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such 14.08 Final Completion Delayed suspension if CONTRACTOR makes a Claim therefor as provided in paragraph 10.05 . A. If, through no fault of CONTRACTOR , final completion of the Work is significantly delayed, and if 15 . 02 OWNER May Terminate for Cause ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and A. The occurrence o any one or more of the t recommendation of ENGINEER, and without terminat- following events will justify termination for cause: ing the Agreement, make payment of the balance due 1 . CONTRACTOR's persistent failure for that portion of the Work fully completed and to perform the Work in accordance with the accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is Contract Documents (including , but not limited . less than the retainage stipulated in the Agreement, to, failure to supply sufficient skilled workers or and if Bonds have been furnished as required in suitable materials or equipment or failure to paragraph 5.01 , the written consent of the surety to adhereparagraphto the progress as schedule adjustefrom established eed the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted time pursuant to paragraph 6 .04); by CONTRACTOR to ENGINEER with the Application 2 CONTRACTOR's disregard of Laws for such payment. Such payment shall be made under the terms and conditions governing final or Regulations of any public body having • payment, except that it shall not constitute a waiver of jurisdiction; Claims. 3 . CONTRACTOR's disregard of the 14. 09 Waiver of Claims authority of ENGINEER; or A. The making and acceptance of final payment 4. CONTRACTOR's violation in any will constitute: substantial way of any provisions of the ■ Contract Documents . 1 . a waiver of all Claims by OWNER against CONTRACTOR, except Claims arising B. If one or more of the events identified in from unsettled Liens, from defective Work paragraph 15.02.A occur, OWNER may, after giving appearing after final inspection pursuant to CONTRACTOR (and the surety, if any) seven days paragraph 14. 06, from failure to comply with the written notice, terminate the services of Contract Documents or the terms of any special CONTRACTOR, exclude CONTRACTOR from the Wu specified therein, or from Site, and take possession of the Work and of all CONTRACTOR's continuing obligations under CONTRACTOR'S tools, appliances, construction the Contract Documents; and equipment, and machinery at the Site, and use the same to the full extent they could be used by 2. a waiver of all Claims by CONTRAC- CONTRACTOR (without liability to CONTRACTOR for TOR against OWNER other than those trespass or conversion) , incorporate in the Work all previously made in writing which are still materials and equipment stored at the Site or for unsettled. which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient in such case, CONTRACTOR 02094)0700 - General Conditions.dw Page 42 of 44 F9EngineeniglCepftal Prolects=D94N Street Bridge Over Ccom Ditch=O0 th Street Bridge Over Coocn 07-20-M0209-00700 - General C13n6tionedoc r shall not be entitled to receive any further payment 4. for reasonable expenses directly r until the Work is finished . If the unpaid balance of the attributable to termination . Contract Price exceeds all claims, costs, losses , and damages (including but not limited to all fees and B . CONTRACTOR shall not be paid on account charges of engineers , architects. attorneys, and other of loss of anticipated profits or revenue or other eco- professionals and all court or arbitration or other nomic loss arising out of or resulting from such dispute resolution costs) sustained by OWNER arising termination . out of or relating to completing the Work, such excess will be paid to CONTRACTOR. if such claims, costs, 15 . 04 CONTRACTOR May Stop Work or losses, and damages exceed such unpaid balance, Terminate CONTRACTOR shall pay the difference to OWNER. ,. Such claims, costs, losses, and damages incurred by A. If, through no act or fault of CONTRACTOR, OWNER will be reviewed by ENGINEER as to their the Work is suspended for more than 90 consecutive reasonableness and , when so approved by days by OWNER or under an order of court or other ENGINEER, incorporated in a Change Order. When public authority, or ENGINEER fails to act on any exercising any rights or remedies under this Application for Payment within 30 days after it is paragraph OWNER shall not be required to obtain the submitted , or OWNER fails for 30 days to pay CON- lowest price for the Work performed. TRACTOR any sum finally determined to be due, then r CONTRACTOR may, upon seven days written notice C. Where CONTRACTOR's services have been to OWNER and ENGINEER, and provided OWNER so terminated by OWNER, the termination will not or ENGINEER do not remedy such suspension or affect any rights or remedies of OWNER against failure within that time, terminate the Contract and • CONTRACTOR then existing or which may thereafter recover from OWNER payment on the same terms as accrue . Any retention or payment of moneys due provided in paragraph 15. 03. In lieu of terminating the CONTRACTOR by OWNER will not release CON- Contract and without prejudice to any other right or r TRACTOR from liability. remedy, if ENGINEER has failed to act on an Application for Payment within 30 days after it is 15 . 03 OWNER May Terminate For Convenience submitted , or OWNER has failed for 30 days to pay CONTRACTOR any sum finally determined to be due, A. Upon seven days written notice to CON- CONTRACTOR may, seven days after written notice TRACTOR and ENGINEER, OWNER may, without to OWNER and ENGINEER, stop the Work until cause and without prejudice to any other right or payment is made of all such amounts due remedy of OWNER, elect to terminate the Contract. CONTRACTOR, including interest thereon . The In such case, CONTRACTOR shall be paid (without provisions of this paragraph 15.04 are not intended to duplication of any items) : preclude CONTRACTOR from making a Claim under paragraph 10.05 for an adjustment in Contract Price 1 . for completed and acceptable Work or Contract Times or otherwise for expenses or executed in accordance with the Contract damage directly attributable to CONTRACTOR's Documents prior to the effective date of stopping the Work as permitted by this paragraph . 0 termination , including fair and reasonable sums for overhead and profit on such Work; ARTICLE 16 - DISPUTE RESOLUTION 2. for expenses sustained prior to the effective date of .termination in performing services and furnishing labor, materials, or 16. 01 Methods and Procedures equipment as required by the Contract � Documents in connection with uncompleted A. Dispute resolution methods and procedures, if Work, plus fair and reasonable sums for any, shall be as set forth in the Supplementary overhead and profit on such expenses; Conditions. If no method and procedure has been set forth, and subject to the provisions of paragraphs 9. 09 3. for all claims, costs, losses, and and 10. 05 , OWNER and CONTRACTOR may damages (including but not limited to all fees exercise such rights or remedies as either may and charges of engineers, architects, attorneys, otherwise have under the Contract Documents or by and other professionals and all court or Laws or Regulations in respect of any dispute. arbitration or other dispute resolution costs) in- curred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 0209-00700 - General Canditions.doc Page 43 of 44 FAEngmeeringZapital Projeclz=09-0 h Street Bridge Over Cooch Dittl =094th Street Bridge Over Cl=n 07-20-06\0209-00700 - General Conditions.doc s. believes to be ready for its intended use and tees , Bonds, certificates or other evidence of +e substantially complete. If CONTRACTOR insurance certificates of inspection , marked-up agrees that such part of the Work is record documents (as provided in paragraph substantially complete, CONTRACTOR will 6 . 12), and other documents, CONTRACTOR certify to OWNER and ENGINEER that such may make application for final payment follow- part of the Work is substantially complete and ing the procedure for progress payments. request ENGINEER to issue a certificate of Substantial Completion for that part of the 2 . The final Application for Payment Work. CONTRACTOR at any time may notify shall be accompanied (except as previously OWNER and ENGINEER in writing that delivered) by: (i) all documentation called for in CONTRACTOR considers any such part of the the Contract Documents , including but not Work ready for its intended use and substan- limited to the evidence of insurance required by tially complete and request ENGINEER to issue subparagraph 5 . 04 . B.7; (ii) consent of the a certificate of Substantial Completion for that surety, if any, to final payment; and (iii) part of the Work. Within a reasonable time complete and legally effective releases or after either such request, OWNER, waivers (satisfactory to OWNER) of all Lien CONTRACTOR, and ENGINEER shall make rights arising out of or Liens filed in connection an inspection of that part of the Work to with the Work. determine its status of completion. If ENGINEER does not consider that part of the 3. In lieu of the releases or waivers of Work to be substantially complete, ENGINEER Liens specified in paragraph 14.07.A.2 and as will notify OWNER and CONTRACTOR in approved by OWNER, CONTRACTOR may writing giving the reasons therefor. If furnish receipts or releases in full and an ENGINEER considers that part of the Work to affidavit of CONTRACTOR that: (i) the releases be substantially complete, the provisions of and receipts include all labor, services, paragraph 14 . 04 will apply with respect to material, and equipment for which a Lien could certification of Substantial Completion of that be filed ; and (ii) all payrolls , material and part of the Work and the division of equipment bills, and other indebtedness responsibility in respect thereof and access connected with the Work for which OWNER or thereto. OWNER's property might in any way be responsible have been paid or otherwise satis- 2. No occupancy or separate operation fied. If any Subcontractor or Supplier fails to of part of the Work may occur prior to furnish such a release or receipt in full , CON- compliance with the requirements of paragraph TRACTOR may furnish a Bond or other 5. 10 regarding property insurance. collateral satisfactory to OWNER to indemnity OWNER against any Lien. ., 14. 06 Final Inspection B. Review of Application and Acceptance A. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is 1 . If, on the basis of ENGINEER's complete, ENGINEER will promptly make a final observation of the Work during construction inspection with OWNER and CONTRACTOR and will and final inspection, and ENGINEER's review notify CONTRACTOR in writing of all particulars in of the final Application for Payment and which this inspection reveals that the Work is accompanying documentation as required by incomplete or defective. CONTRACTOR shall the Contract Documents, ENGINEER is immediately take such measures as are necessary to satisfied that the Work has been completed complete such Work or remedy such deficiencies. and CONTRACTOR's other obligations under the Contract Documents have been fulfilled , 14. 07 Final Pay'rTieni ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in A. Application for Payment writing ENGINEER's recommendation of payment and present the Application for 1 . After CONTRACTOR has, in the Payment to OWNER for payment. At the same opinion of ENGINEER, satisfactorily completed time ENGINEER will also give written notice to all corrections identified during the final OWNER and CONTRACTOR that the Work is inspection and has delivered, in accordance acceptable subject to the provisions of with the Contract Documents, all maintenance paragraph 14 . 09. Otherwise, ENGINEER will and operating instructions , schedules , guaran- return the Application for Payment to 020300700 - General Conditions.doc Page 41 of 44 R: EngineerirvMCapital Prcleas=094th Street Bridge Dver Cooch Ditrh=094th street Bridge Over Cooch 07-20-05D20M0700 - General Conditions.doc CONTRACTOR, indicating in writing the ARTICLE 15 - SUSPENSION OF WORK AND reasons for refusing to recommend final TERMINATION payment, in which case CONTRACTOR shall make the necessary corrections and resubmit 15 . 01 OWNER May Suspend Work the Application for Payment. C . payment Becomes Due A. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period 1 . Thirty days after the presentation to of not more than 90 consecutive days by notice in OWNER of the Application for Payment and writing to CONTRACTOR and ENGINEER which will accompanying documentation , the amount fix the date on which Work will be resumed . CON- recommended by ENGINEER will become due TRACTOR shall resume the Work on the date so and , when due, will be paid by OWNER to fixed. CONTRACTOR shall be allowed an adjustment CONTRACTOR. in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such 14.08 Final Completion Delayed suspension if CONTRACTOR makes a Claim therefor as provided in paragraph 10.05 . A. If, through no fault of CONTRACTOR , final completion of the Work is significantly delayed, and if 15 . 02 OWNER May Terminate for Cause ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and A. The occurrence o any one or more of the t recommendation of ENGINEER, and without terminat- following events will justify termination for cause: ing the Agreement, make payment of the balance due 1 . CONTRACTOR's persistent failure for that portion of the Work fully completed and to perform the Work in accordance with the accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is Contract Documents (including , but not limited . less than the retainage stipulated in the Agreement, to, failure to supply sufficient skilled workers or and if Bonds have been furnished as required in suitable materials or equipment or failure to paragraph 5.01 , the written consent of the surety to adhereparagraphto the progress as schedule adjustefrom established eed the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted time pursuant to paragraph 6 .04); by CONTRACTOR to ENGINEER with the Application 2 CONTRACTOR's disregard of Laws for such payment. Such payment shall be made under the terms and conditions governing final or Regulations of any public body having • payment, except that it shall not constitute a waiver of jurisdiction; Claims. 3 . CONTRACTOR's disregard of the 14. 09 Waiver of Claims authority of ENGINEER; or A. The making and acceptance of final payment 4. CONTRACTOR's violation in any will constitute: substantial way of any provisions of the ■ Contract Documents . 1 . a waiver of all Claims by OWNER against CONTRACTOR, except Claims arising B. If one or more of the events identified in from unsettled Liens, from defective Work paragraph 15.02.A occur, OWNER may, after giving appearing after final inspection pursuant to CONTRACTOR (and the surety, if any) seven days paragraph 14. 06, from failure to comply with the written notice, terminate the services of Contract Documents or the terms of any special CONTRACTOR, exclude CONTRACTOR from the Wu specified therein, or from Site, and take possession of the Work and of all CONTRACTOR's continuing obligations under CONTRACTOR'S tools, appliances, construction the Contract Documents; and equipment, and machinery at the Site, and use the same to the full extent they could be used by 2. a waiver of all Claims by CONTRAC- CONTRACTOR (without liability to CONTRACTOR for TOR against OWNER other than those trespass or conversion) , incorporate in the Work all previously made in writing which are still materials and equipment stored at the Site or for unsettled. which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient in such case, CONTRACTOR 02094)0700 - General Conditions.dw Page 42 of 44 F9EngineeniglCepftal Prolects=D94N Street Bridge Over Ccom Ditch=O0 th Street Bridge Over Coocn 07-20-M0209-00700 - General C13n6tionedoc ARTICLE 17 - MISCELLANEOUS 17. 01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail , postage prepaid, to the last business address known to the giver of the notice. 17 . 02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period . If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction , such day will be omitted from the computation . 17 .03 Cumulative Remedies A. The duties and obligations imposed by these ' General Conditions and the rights and remedies avail- able hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation ` of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or ■ guarantee, or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each ■ particular duty, obligation , right, and remedy to which they apply. • 17 .04 Survival of Obligations A. All representations, indemnifications, warran- ties, and guarantees made in, required by , or given in • accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, • and acceptance of the Work or termination or comple- tion of the Agreement. 17 . 05 Controlling Law ' A. This Contract is to be governed by the law of the state in which the Project is located. ozos-oo7aa - cenerel conauane.doa Page A4 cf 44 F1Engineenng\CapiWl Prgecls=G0 th Street Bridge Over C000h Oitc=209- M Street Bridge Over Coo 07-20-WO209-00700 - General Conditions.dac SECTION 00800 - SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Article Title Article Number Introduction SC - 1 . 00 Defined Terms SC — 1 . 01 Before Starting Construction SC -2 . 05 Preconstruction Conference SC — 2 . 06 dw Coordination of Plans, Specifications , and Special Provisions SC — 3. 06 Subsurface and Physical Conditions SC — 4. 02 Performance , Payment and Other Bonds SC — 5. 01 Certificates of Insurance SC — 5 . 03 CONTRACTOR'S Liability Insurance SC — 5 . 04 OWNER'S Liability Insurance SC — 5. 05 Property Insurance SC — 5. 06 Waiver of Rights SC — 5 . 07 Receipt and Application of Insurance Proceeds SC — 5. 08 Labor; Working Hours SC — 6. 02 Permits SC — 6. 06 Taxes SC — 6. 10 Test and Inspections SC — 13. 03 • Progress Payments SC — 14. 02 Mediation SC — 16 . 02 Arbitration SC — 16 . 03 Liens SC — 17. 06 00800 i 0209-00800 - Supplementary Conditions.doc � F:\Engin ng�Capitel Pr3jeds=094m street Bridge Over Co &ch=o th street Bridge Over coach 07-20-06\0209-00900 . Supplementary Caftb ns.doc r shall not be entitled to receive any further payment 4. for reasonable expenses directly r until the Work is finished . If the unpaid balance of the attributable to termination . Contract Price exceeds all claims, costs, losses , and damages (including but not limited to all fees and B . CONTRACTOR shall not be paid on account charges of engineers , architects. attorneys, and other of loss of anticipated profits or revenue or other eco- professionals and all court or arbitration or other nomic loss arising out of or resulting from such dispute resolution costs) sustained by OWNER arising termination . out of or relating to completing the Work, such excess will be paid to CONTRACTOR. if such claims, costs, 15 . 04 CONTRACTOR May Stop Work or losses, and damages exceed such unpaid balance, Terminate CONTRACTOR shall pay the difference to OWNER. ,. Such claims, costs, losses, and damages incurred by A. If, through no act or fault of CONTRACTOR, OWNER will be reviewed by ENGINEER as to their the Work is suspended for more than 90 consecutive reasonableness and , when so approved by days by OWNER or under an order of court or other ENGINEER, incorporated in a Change Order. When public authority, or ENGINEER fails to act on any exercising any rights or remedies under this Application for Payment within 30 days after it is paragraph OWNER shall not be required to obtain the submitted , or OWNER fails for 30 days to pay CON- lowest price for the Work performed. TRACTOR any sum finally determined to be due, then r CONTRACTOR may, upon seven days written notice C. Where CONTRACTOR's services have been to OWNER and ENGINEER, and provided OWNER so terminated by OWNER, the termination will not or ENGINEER do not remedy such suspension or affect any rights or remedies of OWNER against failure within that time, terminate the Contract and • CONTRACTOR then existing or which may thereafter recover from OWNER payment on the same terms as accrue . Any retention or payment of moneys due provided in paragraph 15. 03. In lieu of terminating the CONTRACTOR by OWNER will not release CON- Contract and without prejudice to any other right or r TRACTOR from liability. remedy, if ENGINEER has failed to act on an Application for Payment within 30 days after it is 15 . 03 OWNER May Terminate For Convenience submitted , or OWNER has failed for 30 days to pay CONTRACTOR any sum finally determined to be due, A. Upon seven days written notice to CON- CONTRACTOR may, seven days after written notice TRACTOR and ENGINEER, OWNER may, without to OWNER and ENGINEER, stop the Work until cause and without prejudice to any other right or payment is made of all such amounts due remedy of OWNER, elect to terminate the Contract. CONTRACTOR, including interest thereon . The In such case, CONTRACTOR shall be paid (without provisions of this paragraph 15.04 are not intended to duplication of any items) : preclude CONTRACTOR from making a Claim under paragraph 10.05 for an adjustment in Contract Price 1 . for completed and acceptable Work or Contract Times or otherwise for expenses or executed in accordance with the Contract damage directly attributable to CONTRACTOR's Documents prior to the effective date of stopping the Work as permitted by this paragraph . 0 termination , including fair and reasonable sums for overhead and profit on such Work; ARTICLE 16 - DISPUTE RESOLUTION 2. for expenses sustained prior to the effective date of .termination in performing services and furnishing labor, materials, or 16. 01 Methods and Procedures equipment as required by the Contract � Documents in connection with uncompleted A. Dispute resolution methods and procedures, if Work, plus fair and reasonable sums for any, shall be as set forth in the Supplementary overhead and profit on such expenses; Conditions. If no method and procedure has been set forth, and subject to the provisions of paragraphs 9. 09 3. for all claims, costs, losses, and and 10. 05 , OWNER and CONTRACTOR may damages (including but not limited to all fees exercise such rights or remedies as either may and charges of engineers, architects, attorneys, otherwise have under the Contract Documents or by and other professionals and all court or Laws or Regulations in respect of any dispute. arbitration or other dispute resolution costs) in- curred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 0209-00700 - General Canditions.doc Page 43 of 44 FAEngmeeringZapital Projeclz=09-0 h Street Bridge Over Cooch Dittl =094th Street Bridge Over Cl=n 07-20-06\0209-00700 - General Conditions.doc ARTICLE 17 - MISCELLANEOUS 17. 01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail , postage prepaid, to the last business address known to the giver of the notice. 17 . 02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period . If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction , such day will be omitted from the computation . 17 .03 Cumulative Remedies A. The duties and obligations imposed by these ' General Conditions and the rights and remedies avail- able hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation ` of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or ■ guarantee, or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each ■ particular duty, obligation , right, and remedy to which they apply. • 17 .04 Survival of Obligations A. All representations, indemnifications, warran- ties, and guarantees made in, required by , or given in • accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, • and acceptance of the Work or termination or comple- tion of the Agreement. 17 . 05 Controlling Law ' A. This Contract is to be governed by the law of the state in which the Project is located. ozos-oo7aa - cenerel conauane.doa Page A4 cf 44 F1Engineenng\CapiWl Prgecls=G0 th Street Bridge Over C000h Oitc=209- M Street Bridge Over Coo 07-20-WO209-00700 - General Conditions.dac B . Written/computed dimensions shall govern over scaled dimensions . ' SC-5 . 01 Performance, Payment and Other Bonds SC-5 . 01 .A. Delete paragraph GC-5. 01 .A in its entirety and insert the following paragraphs in its place: A. Within ten (10) days of receipt of the Contract Documents for execution , the CONTRACTOR shall furnish a Performance Bond in an amount eoual to 125% of the Contract Price and a Payment Bond in an amount equal to 100% of the Contract Price. .. 1 . The CONTRACTOR shall provide two separate bonds. A combined Payment and Performance Bond for 125% of the Contract Price is not an acceptable substitute . 2 . In lieu of the Performance and Payment Bonds , the CONTRACTOR may furnish an alternative form of security in the form of cash , money order, certified check, cashier' s check, irrevocable letter of credit or a security as listed in Part II of F. S . Chapter 625. Any such alternative form of security shall be for the same purpose , and be for the same amount and subject to the same conditions as those applicable to the bond otherwise required . The determination of the value of an alternative form of security ' shall be made by the OWNER . 3. Such Bonds shall continue in effect for one ( 1 ) year after acceptance of the Work by the OWNER. 4. The CONTRACTOR shall record, the Payment Bond and the Performance Bond with the Public Record Section of the Indian River County Courthouse located at 2000 16th Avenue, Vero Beach, Florida 32960. The recorded bonds shall be forwarded to the Indian River County Purchasing Division on or before the seventh day after they are recorded. The CONTRACTOR shall pay all costs. SC-5.03 Certificates of Insurance SC-5. 03 Delete the second sentence of paragraph GC-5. 03 in its entirety. SC-5.04 CONTRACTOR's Liability Insurance SC-5 . 04 Add the following new paragraphs immediately atter paragraph GC-5. 04. 8: C . The limits of liability for the insurance required by paragraph 5 . 04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: 1 . Worker's Compensation : To meet statutory limits in compliance with the • ' Worker's Compensation Law of Florida. This policy must include Employer Liability with a limit $ 100, 000 for each accident, $500 , 000 disease (policy limit) and $ 100, 000 disease (each employee) . Such �! policy shall include a waiver of subrogation as against OWNER and ENGINEER on account of injury sustained by an employee(s) of the CONTRACTOR. . ' 2 . Commercial General Liability: Coverage shall provide minimum limits of liability of $ 1 ,000, 000 per occurrence Combined Single Limit for Bodily Injury and Property Damage. This shall include coverage for: a. Premises/Operations b. Products/Completed Operations 0209-00800 - Supplementary Conditions.doc 00800 2 FAEngimeri,glCapdal Pmjecls10209�ffi Street 8ndge Over Co 0R&O209-4Ui 8V SMOvx Co 07-20-0810209-00800 - Supple me ry Concfib sdoc SC-5 .06 Property Insurance SC-5 . 06 Delete paragraphs GC-5. 06.A, B, and C in their entirety and insert the following paragraphs in their place: A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof. This insurance shall: 1 . include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and anv other individuals or entities identified in the Supplementary Conditions , and the officers, directors, partners, employees , agents and other consultants and subcontractors of any of them each of whom is deemed .r to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder's Risk "All Risk" or open peril or special causes of loss �i policy form that shall at least include insurance for physical loss and damage to the Work, temporary buildings, falsework, and materials and equipment in transit and shall insure against at least the following perils or causes of loss: fire, lightning , extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal , demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss as may be specifically required by the Supplementary Conditions . 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects) ; 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided .: that such materials and equipment have been included in an Application for Payment recommended by ENGINEER; and 5. allow for partial utilization of the Work by OWNER; 6. include testing and startup; and 7 . be maintained in effect until final payment is made unless otherwise agreed to in writing by OWNER, CONTRACTOR and ENGINEER with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. B. CONTRACTOR shall be responsible for any deductible or self-insured retention . " C. The policies of insurance required to be purchased and maintained by CONTRACTOR in accordance with this paragraph SC-5 . 06 shall comply with the requirements of paragraph 5. 06 .0 of the General Conditions. SC-5. 06. E Delete paragraph GC-5. 06. E in its entirety and insert the following in its place: E. Additional Insureds: 1 . The following individuals or entities shall be listed as "additional insureds" on the CONTRACTOR's property insurance policies: a . Indian River County, Florida b . NONE c. No 008004 0209.00800 - Supplementary Conditions.doc F:1Fngir»erirglCapifal PrgeCsN2094th Street Bridge Over Conch OIhM02094th Street nrir@e Over Conch 07-2608102 -00800 - SupplemMfar/ Cantlitions.tloe SECTION 00800 - SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Article Title Article Number Introduction SC - 1 . 00 Defined Terms SC — 1 . 01 Before Starting Construction SC -2 . 05 Preconstruction Conference SC — 2 . 06 dw Coordination of Plans, Specifications , and Special Provisions SC — 3. 06 Subsurface and Physical Conditions SC — 4. 02 Performance , Payment and Other Bonds SC — 5. 01 Certificates of Insurance SC — 5 . 03 CONTRACTOR'S Liability Insurance SC — 5 . 04 OWNER'S Liability Insurance SC — 5. 05 Property Insurance SC — 5. 06 Waiver of Rights SC — 5 . 07 Receipt and Application of Insurance Proceeds SC — 5. 08 Labor; Working Hours SC — 6. 02 Permits SC — 6. 06 Taxes SC — 6. 10 Test and Inspections SC — 13. 03 • Progress Payments SC — 14. 02 Mediation SC — 16 . 02 Arbitration SC — 16 . 03 Liens SC — 17. 06 00800 i 0209-00800 - Supplementary Conditions.doc � F:\Engin ng�Capitel Pr3jeds=094m street Bridge Over Co &ch=o th street Bridge Over coach 07-20-06\0209-00900 . Supplementary Caftb ns.doc C . The CONTRACTOR shall obtain and pay for all other required permits and licenses . The CONTRACTOR shall provide copies of the permits to the OWNER and ENGINEER and shall comply with all conditions contained in the permits at no extra cost to the OWNER. D . The CONTRACTOR shall be familiar with all permit requirements during construction and shall be responsible for complying with these requirements. The cost of this effort shall be included in the pay item in which the work is most closely associated with . SC-6 , 10 Taxes SC-6. 1 O.A Delete paragraph GC-6. 10.A in its entirety and insert the following in its place: OWNER qualifies for state and local sales tax exemption in the purchase of all material and equipment SC-13. 03 Test and Inspections SC-13 . 03 . 13. Delete the first sentence of paragraph GC- 13. 03. B in its entirety, and insert the a following sentences in its place: B . OWNER shall employ and pay for the services of an independent testing laboratory to perform all initial inspections, tests, or approvals required by the Contract Documents except those inspections, tests , or approvals listed immediately below. Subsequent inspections, tests , or approvals required after initial failing inspections, tests, or approvals shall be paid for by the CONTRACTOR by backcharge to subsequent applications for payment. The CONTRACTOR shall arrange, obtain , and pay for the following inspections, tests , or approvals : 1 . inspections , tests , or approvals covered by paragraphs 13. 03 . 0 and 13 .03 . D below; 2 . costs incurred in connection with tests or inspections conducted pursuant to paragraph 13 . 04. 8 shall be paid as provided in said paragraph 13 . 04. 8; 3. tests otherwise specifically provided in the Contract Documents. 13 . 05 OWNER May Stop the Work SC-13 . 05.A. Delete paragraph GC- 13. 05.A in its entirety and insert the following paragraph in its • place: A. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to comply with permit requirements , or fails to comply with the technical specifications , or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work , or any portion thereof, until the cause for such order has been eliminated ; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 0209-00800 - Supplementary Conditions.doc 008006 F.XEngineednmcspiwl Prof %02094th Street Bridge Over Cooch OIICtrD2M4th Street Bridge Ovu Cooeh U-20-061 OMDB00 - Sugplar ary Condlbom.doc ' paragraph in all subcontracts hereunder: "Notice : Claims for labor, materials and supplies are not assessable against Indian River County and are subiect to proper prior notice to (CONTRACTOR' S Name) and to (CONTRACTOR Surety Company Name) pursuant to Chapter 255 of the Florida Statutes . This paragraph shall be inserted in every sub subcontract hereunder. " The payment due under the Contract shall be paid by the OWNER to the CONTRACTOR only after the CONTRACTOR has furnished the OWNER with an affidavit stating that all persons , firms or corporations who are defined in Section 713 . 01 , Florida Statutes, who have furnished labor or materials , employed directly or indirectly in the Work, have been paid in full. The OWNER may rely on said affidavit at face value . The CONTRACTOR does .� hereby release, remiss and quit-claim any and all rights he may enjoy perfecting any lien or any other type of statutory common law or equitable lien against the job. ++END OF SUPPLEMENTARY CONDITIONS++ .l .i ■ 8008 020M0800 - Supplementary Conditions.doc F1Engineering%Gapilsl Pmjecta\0209.4th Street Bridge Over Catch DirchW209-4th Street Bridge Ovw 0107-20-D6%MOgMB00 - SupplemeMery Conditiona.doc B . Written/computed dimensions shall govern over scaled dimensions . ' SC-5 . 01 Performance, Payment and Other Bonds SC-5 . 01 .A. Delete paragraph GC-5. 01 .A in its entirety and insert the following paragraphs in its place: A. Within ten (10) days of receipt of the Contract Documents for execution , the CONTRACTOR shall furnish a Performance Bond in an amount eoual to 125% of the Contract Price and a Payment Bond in an amount equal to 100% of the Contract Price. .. 1 . The CONTRACTOR shall provide two separate bonds. A combined Payment and Performance Bond for 125% of the Contract Price is not an acceptable substitute . 2 . In lieu of the Performance and Payment Bonds , the CONTRACTOR may furnish an alternative form of security in the form of cash , money order, certified check, cashier' s check, irrevocable letter of credit or a security as listed in Part II of F. S . Chapter 625. Any such alternative form of security shall be for the same purpose , and be for the same amount and subject to the same conditions as those applicable to the bond otherwise required . The determination of the value of an alternative form of security ' shall be made by the OWNER . 3. Such Bonds shall continue in effect for one ( 1 ) year after acceptance of the Work by the OWNER. 4. The CONTRACTOR shall record, the Payment Bond and the Performance Bond with the Public Record Section of the Indian River County Courthouse located at 2000 16th Avenue, Vero Beach, Florida 32960. The recorded bonds shall be forwarded to the Indian River County Purchasing Division on or before the seventh day after they are recorded. The CONTRACTOR shall pay all costs. SC-5.03 Certificates of Insurance SC-5. 03 Delete the second sentence of paragraph GC-5. 03 in its entirety. SC-5.04 CONTRACTOR's Liability Insurance SC-5 . 04 Add the following new paragraphs immediately atter paragraph GC-5. 04. 8: C . The limits of liability for the insurance required by paragraph 5 . 04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: 1 . Worker's Compensation : To meet statutory limits in compliance with the • ' Worker's Compensation Law of Florida. This policy must include Employer Liability with a limit $ 100, 000 for each accident, $500 , 000 disease (policy limit) and $ 100, 000 disease (each employee) . Such �! policy shall include a waiver of subrogation as against OWNER and ENGINEER on account of injury sustained by an employee(s) of the CONTRACTOR. . ' 2 . Commercial General Liability: Coverage shall provide minimum limits of liability of $ 1 ,000, 000 per occurrence Combined Single Limit for Bodily Injury and Property Damage. This shall include coverage for: a. Premises/Operations b. Products/Completed Operations 0209-00800 - Supplementary Conditions.doc 00800 2 FAEngimeri,glCapdal Pmjecls10209�ffi Street 8ndge Over Co 0R&O209-4Ui 8V SMOvx Co 07-20-0810209-00800 - Supple me ry Concfib sdoc • r i i w ■ SECTION 0209-00942 - Change Order Form No. DATE OF ISSUANCE : EFFECTIVE DATE : OWNER : Indian River County CONTRACTOR Contract: Project: 0209 , 9321 OWNER's Contract No. ENGINEER's Contract No . r ENGINEER You are directed to make the following changes in the Contract Documents: Description : Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES Description Amount Description Time Original Contract Price $ Original Contract Time: (days or dates) .. Substantial Completion : Final Completion: Net increase (Decrease) from $_ Net change from previous Change previous Change Orders No . Orders No. _ to _ (days) to Substantial Completion: Final Completion : Contract Price prior to this $_ Contract Time prior to this Change Change Order: Order: (days or dates) Substantial Completion: Final Completion: Net increase (decrease) of this $ Net increase (decrease) this Change Order: Change Order: (days or dates) Substantial Completion: _ Final Completion : Contract Price with all approved $ Contract Time with all approved Change Orders: Change Orders: (days or dates) Substantial Completion : _ Final Completion: ACCEPTED : R' R OMMENDED: APPROVED: By: By. By:Y CONTRACTOR (Signature) ENGINEER (Signature) OWNER ( Signature) Date: Date : Date: ■ 00942 - 1 0209-00942 - Change Order Form.doc ■ RkEngineennglCapital Projac1e102094th Street andga Over CDe Ditch=094th Street eriage Over Conch 07-20-D6M2D9-00942 - Change Omer Fomi.do ev. 05V - DIVISION 1 GENERAL REQUIREMENTS TITLE SECTION NO. SPECIAL PROVISIONS 01009 FORCE ACCOUNT 01024 FIELD ENGINEERING AND LAYOUT 01050 REFERENCE STANDARDS 01091 GENERAL QUALITY CONTROL 01215 .. PROGRESS MEETINGS 01220 CONSTRUCTION SCHEDULES 01310 - SUBMITTAL OF SHOP DRAWINGS , PRODUCT DATA AND SAMPLES 01340 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01520 PROTECTION OF THE WORK AND PROPERTY 01541 ACCESS ROADS , PARKINGS AREAS AND USE OF PUBLIC STREETS 01550 TRANSPORTATION AND HANDLING OF MATERIALS 01610 AND EQUIPMENT STORAGE OF MATERIAL AND EQUIPMENT 01611 SUBSTITUTIONS 01630 SITE CLEANUP AND RESTORATION 01710 RECORD DOCUMENTS 01720 F:\Engineering\Capdal Projectsk02O9-4th Street Bridge Over Cooch DitchT2094th Street Bridge Over Cooch 07-20-061DIVISION I GENERAL REQUIREMENTS.doc SC-5 .06 Property Insurance SC-5 . 06 Delete paragraphs GC-5. 06.A, B, and C in their entirety and insert the following paragraphs in their place: A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof. This insurance shall: 1 . include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and anv other individuals or entities identified in the Supplementary Conditions , and the officers, directors, partners, employees , agents and other consultants and subcontractors of any of them each of whom is deemed .r to have an insurable interest and shall be listed as an insured or additional insured; 2. be written on a Builder's Risk "All Risk" or open peril or special causes of loss �i policy form that shall at least include insurance for physical loss and damage to the Work, temporary buildings, falsework, and materials and equipment in transit and shall insure against at least the following perils or causes of loss: fire, lightning , extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal , demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils or causes of loss as may be specifically required by the Supplementary Conditions . 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects) ; 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided .: that such materials and equipment have been included in an Application for Payment recommended by ENGINEER; and 5. allow for partial utilization of the Work by OWNER; 6. include testing and startup; and 7 . be maintained in effect until final payment is made unless otherwise agreed to in writing by OWNER, CONTRACTOR and ENGINEER with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. B. CONTRACTOR shall be responsible for any deductible or self-insured retention . " C. The policies of insurance required to be purchased and maintained by CONTRACTOR in accordance with this paragraph SC-5 . 06 shall comply with the requirements of paragraph 5. 06 .0 of the General Conditions. SC-5. 06. E Delete paragraph GC-5. 06. E in its entirety and insert the following in its place: E. Additional Insureds: 1 . The following individuals or entities shall be listed as "additional insureds" on the CONTRACTOR's property insurance policies: a . Indian River County, Florida b . NONE c. No 008004 0209.00800 - Supplementary Conditions.doc F:1Fngir»erirglCapifal PrgeCsN2094th Street Bridge Over Conch OIhM02094th Street nrir@e Over Conch 07-2608102 -00800 - SupplemMfar/ Cantlitions.tloe r r r r r r t r r SECTION 01009 - SPECIAL PROVISIONS - 1 . 1 GENERAL A . Visits to the construction site may be made by representatives of permitting or governing bodies. Submit details of all instructions from the above to the ENGINEER immediately. The Work will not be accepted by the OWNER until final acceptance has been received from the various Regulatory Agencies having jurisdiction . B . Furnish sufficient labor, construction equipment and materials , and work such hours , including night shifts and overtime operations , as may be necessary to insure the prosecution of the work in accordance with the approved progress schedule . If, in the opinion of the ENGINEER , the CONTRACTOR falls behind the progress schedule, take such steps as may be necessary to improve progress , all without additional cost to the OWNER. The ENGINEER shall be compensated for his overtime services in accordance with the Supplementary Conditions , SC-6 . 02 . C . All salvageable material and equipment for which specific use , relocation or other disposal is not specifically noted , shall remain the property of the OWNER and shall be delivered to the OWNER at the following location : 4550 41 at Street , at the CONTRACTOR's expense. All material and equipment not in salvageable condition , as determined by the ENGINEER and the OWNER, shall be disposed of by the CONTRACTOR, at the CONTRACTOR's expense. D . In addition to these Specifications all work must comply with the requirements of the local governing agency, St. Johns River Water Management District , Department of Environmental Protection , Corps of Engineers, Indian River Farms Water Control District, and all other applicable State or Federal agencies ' specifications and permits . In the event of a conflict, the more stringent specification or requirement shall govern . E. Before performing any work outside the designated limits of the work site , secure any necessary permits and authorization from the applicable owner, or verify in writing that such has been previously obtained . Follow all requirements of any said permits or r authorization . Give the ENGINEER and appropriate owner ten ( 10) days minimum notice before commencing construction operations outside the designated limits of the work site. Adjacent property owners at time of bidding are listed below. r r 01009-1 01009-Special Provisions FAEngineedng%Capital Projects102094th Street Bridge Over Cooch DitcM0209-4th Street Bridge Over Cooch 07-20-06%0209-01009 - Special Provisions.doc i SECTION 01024 FORCE ACCOUNT i 1 . 1 General i CONTRACTOR shall furnish all labor, materials , equipment and incidentals necessary to perform additional work not covered on the Contract Drawings . The force Account is intended as a contingency for unforeseen work . 1_1 PAYMENT i A . Lump sum amount for force account work is included in the bid schedule. The value of force account work will be determined in accordance with Article i 12 of the General Conditions . i + + END OF SECTION + + i i i i r r 01024- 1 0209-01024 - Force Account.doc r F AEngineeringZapital Projects\0209-4th Street Bridge Ova Coach Ditch\0209-4th Strect Bridge Over Coach 07-20-0610209-01024 - Force Accountdoc ■ C . The CONTRACTOR shall obtain and pay for all other required permits and licenses . The CONTRACTOR shall provide copies of the permits to the OWNER and ENGINEER and shall comply with all conditions contained in the permits at no extra cost to the OWNER. D . The CONTRACTOR shall be familiar with all permit requirements during construction and shall be responsible for complying with these requirements. The cost of this effort shall be included in the pay item in which the work is most closely associated with . SC-6 , 10 Taxes SC-6. 1 O.A Delete paragraph GC-6. 10.A in its entirety and insert the following in its place: OWNER qualifies for state and local sales tax exemption in the purchase of all material and equipment SC-13. 03 Test and Inspections SC-13 . 03 . 13. Delete the first sentence of paragraph GC- 13. 03. B in its entirety, and insert the a following sentences in its place: B . OWNER shall employ and pay for the services of an independent testing laboratory to perform all initial inspections, tests, or approvals required by the Contract Documents except those inspections, tests , or approvals listed immediately below. Subsequent inspections, tests , or approvals required after initial failing inspections, tests, or approvals shall be paid for by the CONTRACTOR by backcharge to subsequent applications for payment. The CONTRACTOR shall arrange, obtain , and pay for the following inspections, tests , or approvals : 1 . inspections , tests , or approvals covered by paragraphs 13. 03 . 0 and 13 .03 . D below; 2 . costs incurred in connection with tests or inspections conducted pursuant to paragraph 13 . 04. 8 shall be paid as provided in said paragraph 13 . 04. 8; 3. tests otherwise specifically provided in the Contract Documents. 13 . 05 OWNER May Stop the Work SC-13 . 05.A. Delete paragraph GC- 13. 05.A in its entirety and insert the following paragraph in its • place: A. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to comply with permit requirements , or fails to comply with the technical specifications , or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work , or any portion thereof, until the cause for such order has been eliminated ; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 0209-00800 - Supplementary Conditions.doc 008006 F.XEngineednmcspiwl Prof %02094th Street Bridge Over Cooch OIICtrD2M4th Street Bridge Ovu Cooeh U-20-061 OMDB00 - Sugplar ary Condlbom.doc s f r r _ SECTION 01050 FIELD ENGINEERING AND LAYOUT 1 . 1 GENERAL A. The CONTRACTOR will furnish all construction staking for the project. All staking from control will be under the supervision of a Florida Registered Land Surveyor. B. Develop and make all detail surveys and measurements needed for construction including but not limited to , slope stakes, batter boards , piling layouts and all other working lines , elevations and cut sheets. C . Keep a transit and leveling instrument on the site at all times and a skilled instrument man available whenever necessary for layout of the Work. D . Provide all material required for benchmarks , control points , batter boards , grade stakes , and other items . E . Be solely responsible for all locations , dimensions and levels . Nd data other than written orders of the ENGINEER shall justify departure from the dimensions and levels required by the Drawings . F . Safeguard all points, stakes , grademarks , monuments and benchmarks made or established on the Work, and reestablish same , if disturbed . Rectify all Work improperly installed because of not maintaining , not protecting or removing without authorization such established points, stakes , marks and monuments . G . When requested by the ENGINEER , provide such facilities and assistance as may be necessary for the ENGINEER to check line and grade points placed by the CONTRACTOR . Do no excavation or embankment work until all ' cross-sectioning necessary for determining pay quantities has been completed and checked by the ENGINEER . H . The cost of performing engineering and layout work described above shall be included in the contract unit prices for the various items of work to which it is incidental . No separate payment will be made for surveying or engineering . 1 . 2 SURVEY WORKAND QUALIFICATIONS OF SURVEYOR A. Prior to commencing work, the CONTRACTOR shall satisfy himself as to the accuracy of all survey and existing site information as indicated in the Contract Documents . Immediately notify the ENGINEER upon discovery of any errors , inaccuracies or omissions in the survey data . The commencing of any of the work by the CONTRACTOR shall be held as the CONTRACTOR's acceptance that all survey or existing site information is correct and accurate , without any reasonably inferable errors , inaccuracies or omissions . 1050- 1 01050 Field Engineering F9Enginmring\CapU Proje=\02094f Street Bridge Ovar Coach Oltch102094th Street Bndge Over C000h 07-20-0610209 U% - Field Engineenng.d c r Mill! B . The CONTRACTOR shall carefully preserve all control stakes , benchmarks , reference points and property corners and will be responsible for any mistake .. or loss of time caused by their unnecessary loss or disturbance. If the loss or disturbance of the stakes or marks cause a delay in the Work, the CONTRACTOR shall have no claim for damages or extension of time . Control stakes , benchmarks , reference points and property corners disturbed by the CONTRACTOR's work shall be replaced by a Florida Registered Land Sur- veyor and Mapper, at the CONTRACTOR's expense . In the event the Owner must provide the services of the Florida Registered Surveyor and Mapper to perform this replacement work, the cost of the surveying services will be deducted from any sums due the CONTRACTOR for the work performed under " this Contract. C . All survey work shall be performed under the guidance and direction of a Florida Registered Surveyor and Mapper. D . All survey work for Record Drawings shall be performed by a Florida Registered Surveyor and Mapper. 1_3 STATION BOARDS A. CONTRACTOR shall erect and maintain white/black standard FDOT station markers every 100 feet. 1 .4 LAYOUT OF STRIPING Establish by instrument, and mark the finished surface , the points necessary for striping finished roadway in conformance with Section 5-7 of FDOT Standard Specifications. r + + END OF SECTION + + • 1050-2 01050 Field Engineering FBEnginnnnglCaphal PMjeMk02094th Street Badge Over Cooch OfIch=O0 th Street Bridge Over C00ch 07-20-MO20MI050 - Field Engineering.doc ' paragraph in all subcontracts hereunder: "Notice : Claims for labor, materials and supplies are not assessable against Indian River County and are subiect to proper prior notice to (CONTRACTOR' S Name) and to (CONTRACTOR Surety Company Name) pursuant to Chapter 255 of the Florida Statutes . This paragraph shall be inserted in every sub subcontract hereunder. " The payment due under the Contract shall be paid by the OWNER to the CONTRACTOR only after the CONTRACTOR has furnished the OWNER with an affidavit stating that all persons , firms or corporations who are defined in Section 713 . 01 , Florida Statutes, who have furnished labor or materials , employed directly or indirectly in the Work, have been paid in full. The OWNER may rely on said affidavit at face value . The CONTRACTOR does .� hereby release, remiss and quit-claim any and all rights he may enjoy perfecting any lien or any other type of statutory common law or equitable lien against the job. ++END OF SUPPLEMENTARY CONDITIONS++ .l .i ■ 8008 020M0800 - Supplementary Conditions.doc F1Engineering%Gapilsl Pmjecta\0209.4th Street Bridge Over Catch DirchW209-4th Street Bridge Ovw 0107-20-D6%MOgMB00 - SupplemeMery Conditiona.doc I i a I r , r r r , r ,r SECTION 01091 .. REFERENCE STANDARDS 1 . 1 GENERAL A. Whenever reference is made to the furnishing of materials or testing thereof to conform to the standards of any technical society, organization or body, it shall be construed to mean the latest standard , code, specification or tentative specification adopted and published at the date of advertisement for bids , unless noted otherwise in the Technical Specifications or on the Drawings . When a reference standard is specified , comply with requirements and recommendations stated in that standard , except when they are modified by the Contract Documents , or when applicable laws , ordinances , rules , regulations or codes establish stricter standards . The list of specifications presented in Paragraph B is hereby made a part of the Contract, the same as if repeated herein in full . B . Reference to a technical society, organization , or body may be made in the Specifications by abbreviations, in accordance with the following list: _ AASHTO The American Association of State Highway and Transportation Officials ACI American Concrete Institute AGA American Gas Association AISC American Institute of Steel Construction ,. AISI American Iron and Steel Institute ANSI American National Standards Institute • ASCE American Society of Civil Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWWA American .Nater Works Association AWS American Welding Society FED . SPEC . Federal Specifications 01091 - 1 01091 Reference Standards FAEngineering\CapHal PmjectsW209-4th Street Bridge Over Ccoch DRchW209-4th Street Bridge Over Cooch 07-20-061020&01091 - Reference Standards.doc r CRSI Concrete Reinforcing Steel Institute r FDEP/DEP Florida Department of Environmental Protection r NCPI National Clay Pipe Institute NEMA National Electrical Manufacturers Association NEC National Electric Code NSPE National Society of Professional Engineers OSHA Occupational Safety and Health Administration PCI Prestressed Concrete Institute w FDOT/DOT Florida Department of Transportation •+ U . L. , Inc. Underwriter's Laboratories , Inc. SSPC Steel Structures Painting Council r SJRWMD St. Johns River Water Management District C . When no reference is made to a code, standard or specification , the standard specifications of ASTM , FDOT , or ANSI shall govern . D . In the event of a conflict between the specifications prepared by the ENGINEER and the above referenced specifications and standards , or any other regulatory specification or standard , the more stringent requirement prevails . + + END OF SECTION + + r • 01091 -2 01091 Reference Standards FAEncineenngSCapital Projects102094th Street Bridge Over Cooch Oitch10209-4th Street Bridge Over Cooch 07-20-08=09-01091 - Reference Standards.doc SECTION 0209-00942 - Change Order Form No. DATE OF ISSUANCE : EFFECTIVE DATE : OWNER : Indian River County CONTRACTOR Contract: Project: 0209 , 9321 OWNER's Contract No. ENGINEER's Contract No . r ENGINEER You are directed to make the following changes in the Contract Documents: Description : Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES Description Amount Description Time Original Contract Price $ Original Contract Time: (days or dates) .. Substantial Completion : Final Completion: Net increase (Decrease) from $_ Net change from previous Change previous Change Orders No . Orders No. _ to _ (days) to Substantial Completion: Final Completion : Contract Price prior to this $_ Contract Time prior to this Change Change Order: Order: (days or dates) Substantial Completion: Final Completion: Net increase (decrease) of this $ Net increase (decrease) this Change Order: Change Order: (days or dates) Substantial Completion: _ Final Completion : Contract Price with all approved $ Contract Time with all approved Change Orders: Change Orders: (days or dates) Substantial Completion : _ Final Completion: ACCEPTED : R' R OMMENDED: APPROVED: By: By. By:Y CONTRACTOR (Signature) ENGINEER (Signature) OWNER ( Signature) Date: Date : Date: ■ 00942 - 1 0209-00942 - Change Order Form.doc ■ RkEngineennglCapital Projac1e102094th Street andga Over CDe Ditch=094th Street eriage Over Conch 07-20-D6M2D9-00942 - Change Omer Fomi.do ev. 05V SECTION 01215 GENERAL QUALITY CONTROL 1 . 1 DESCRIPTION OF REQUIREMENTS A. Definitions : Specific quality control requirements for the work are indicated throughout the Contract Documents . The requirements of this section are primarily related to the performance of the work beyond the furnishing of manufactured products. The term "Quality Control' includes , but is not necessarily limited to, inspection and testing and associated requirements . This section does not specify or modify the OWNER and ENGINEER duties relating to quality review and Contract surveillance. ., 1 . 2 RESPONSIBILITY FOR INSPECTIONS AND TESTS A. Residual OWNER Responsibility: The OWNER will employ and pay for the services of independent testing laboratories to perform those required inspections and tests . .. B . CONTRACTORS General Responsibility: No failure of test agencies , whether engaged by the OWNER or CONTRACTOR , to perform adequate inspections of tests or to properly analyze or report results , shall relieve the tw CONTRACTOR of responsibility for the fulfillment of the requirements of the Contract Documents. It is recognized that the required inspection and testing program is intended to assist the CONTRACTOR, OWNER , ENGINEER , and governing authorities in the nominal determination of probable compliance with requirements for certain crucial elements of work . The program is not intended to limit the CONTRACTOR in his regular quality control program , as needed for general assurance of compliance . 1 . 3 QUALITY ASSURANCE A. General Workmanship Standards : It is a requirement that each category of tradesman or installer performing the work be pre-qualified , to the extent of being familiar with the applicable and recognized quality standards for his category of work, and being capable of workmanship complying with those standards. 1 .4 PRODUCT DELIVERY-STORAGE-HANDLING Handle , store and protect materials and products , including fabricated components , by methods and means which will prevent damage , deterioration and losses ( and resulting delays) , thereby ensuring highest quality results as the performance of the work ■ 01215-1 01215 General Quality Control F:T=ngineedng\Capital Project510209-4th Street Bridge Over Cooch Ditcht0209.4th Street Bridge Over Cooch 07-20-0610209-01215 - General Quality.doc progresses. Control delivery schedules so as to minimize unnecessary long-term storage at the project site prior to installation . 1 . 5 PROJECT PHOTOGRAPHS/VIDEOS A. The CONTRACTOR shall make provisions , at his expense, for video tapes of all work areas just prior to construction , and for unusual conditions during construction . The videos shall show pertinent physical features along the line of construction . The purpose of the videos is to determine any damage to private or public property during construction . B . Pre-Construction Video: s 1 . Contractor shall provide the Owner with a video record and one copy of the existing conditions prior to construction . This video shall be a standard VHS cassette format , and shall be narrated . 2 . The video shall include, but not be limited to , the following items shown in a clear manner: ,. 1 ) All existing features within the right-of-way. 2) All existing features within the temporary construction easement. 3) All existing features within permanent easements. 4) All existing features adjacent to any construction . 3 . Detail of the video shall be such that the following examples shall be clear and visible : 1 ) Cracks in walls. 2) Condition of fencing . 3) Condition of planted areas and types of vegetation . 4) Condition of sodded areas . 5) Conditions of sprinkler systems and associated controls and wiring . 6) Condition of signs . 7) Conditions of lighting and associated wiring . 8) Significant detail of any pre-existing damages physical features shall be shown . The coverage of the video should include the limits of effects of the use of vibratory rollers . 9) This video record shall be presented to the Owner within 30 days of the Notice to Proceed . A copy shall be kept in the Contractor's field office. 10) Payment — No additional payment will be made for this work . + + END OF SECTION + + ■ 01215-2 01215 General Quality Control FAEngineeringlCapdal Projects\0209-4th Street Bridge Over Cooch Dttch102D94th Street Bridge Over Cooch 07-20-06\0209-01215 - General Quality.doc - DIVISION 1 GENERAL REQUIREMENTS TITLE SECTION NO. SPECIAL PROVISIONS 01009 FORCE ACCOUNT 01024 FIELD ENGINEERING AND LAYOUT 01050 REFERENCE STANDARDS 01091 GENERAL QUALITY CONTROL 01215 .. PROGRESS MEETINGS 01220 CONSTRUCTION SCHEDULES 01310 - SUBMITTAL OF SHOP DRAWINGS , PRODUCT DATA AND SAMPLES 01340 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01520 PROTECTION OF THE WORK AND PROPERTY 01541 ACCESS ROADS , PARKINGS AREAS AND USE OF PUBLIC STREETS 01550 TRANSPORTATION AND HANDLING OF MATERIALS 01610 AND EQUIPMENT STORAGE OF MATERIAL AND EQUIPMENT 01611 SUBSTITUTIONS 01630 SITE CLEANUP AND RESTORATION 01710 RECORD DOCUMENTS 01720 F:\Engineering\Capdal Projectsk02O9-4th Street Bridge Over Cooch DitchT2094th Street Bridge Over Cooch 07-20-061DIVISION I GENERAL REQUIREMENTS.doc r I I I i I a i i ' r , ■ r< A• SECTION 01310 CONSTRUCTION SCHEDULES i 1 . 1 GENERAL REQUIREMENTS i A. No partial payments shall be approved by the ENGINEER until there is an approved construction progress schedule on hand . r B . Designate an authorized representative who shall be responsible for development and maintenance of the schedule and of all progress and i payment reports . This representative shall have direct project control and complete authority to act on behalf of the CONTRACTOR in fulfilling the commitments of the CONTRACTOR's schedules . 1 . 2 REVISIONS TO THE CONSTRUCTION SCHEDULES i When the ENGINEER requires the CONTRACTOR to submit revised (updated ) progress schedules on a monthly basis the CONTRACTOR shall : i A. Indicate the progress of each activity to the date of submission . ., B . Show changes occurring since the previous submission listing : 1 . Major changes in scope . 2 . Activities modified since the previous submission. i 3 . Revised projections of progress and completion . 4 . Other identifiable changes . i C . Provide a narrative report as needed to define : 1 . Problem areas , anticipated delays , and the impact on the schedule. 2 . Corrective action recommended and its effect. • 3 . The effect of changes on schedules of other prime contractors . 1 . 3 SUBMISSION OF THE CONSTRUCTION SCHEDULES On or before the tenth day after the effective date of the Agreement, submit the initial schedules to the ENGINEER . The ENGINEER will review the schedules and return a review copy to the CONTRACTOR within 21 days after receipt. If required by the ENGINEER , resubmit revised schedules on or before the seventh day after receipt of the review copy. If required by the ENGINEER, submit revised monthly progress schedules with that month 's application for payment. 01310-1 01310 Construction Schedule FAEngineeringlCapital Projects10209-4th Street Bridge Over Cooch 0itch10209.4th Street Bridge Over Cooch 07-20-0610209-01310 - Construction Schedule.doc r I r r ' 1 . 4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES r' A. After receiving approval by the ENGINEER, distribute copies of the approved initial schedule and all reviewed revisions (updated) to : 1 . Job site file . 2 . Subcontractors. 3 . Other concerned parties . 4 . OWNER (two copies) . 5 . ENGINEER B . In the cover letter, instruct recipients to report promptly to the CONTRACTOR , in writing , any problems anticipated by the projections shown in the schedules . + + END OF SECTION + + r' s' sl r' r rl s 01310-2 01310 Construction Schedule R: Engineering%Capital Projects10209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-06\0209-01310 - Construction Schedule.doc SECTION 01009 - SPECIAL PROVISIONS - 1 . 1 GENERAL A . Visits to the construction site may be made by representatives of permitting or governing bodies. Submit details of all instructions from the above to the ENGINEER immediately. The Work will not be accepted by the OWNER until final acceptance has been received from the various Regulatory Agencies having jurisdiction . B . Furnish sufficient labor, construction equipment and materials , and work such hours , including night shifts and overtime operations , as may be necessary to insure the prosecution of the work in accordance with the approved progress schedule . If, in the opinion of the ENGINEER , the CONTRACTOR falls behind the progress schedule, take such steps as may be necessary to improve progress , all without additional cost to the OWNER. The ENGINEER shall be compensated for his overtime services in accordance with the Supplementary Conditions , SC-6 . 02 . C . All salvageable material and equipment for which specific use , relocation or other disposal is not specifically noted , shall remain the property of the OWNER and shall be delivered to the OWNER at the following location : 4550 41 at Street , at the CONTRACTOR's expense. All material and equipment not in salvageable condition , as determined by the ENGINEER and the OWNER, shall be disposed of by the CONTRACTOR, at the CONTRACTOR's expense. D . In addition to these Specifications all work must comply with the requirements of the local governing agency, St. Johns River Water Management District , Department of Environmental Protection , Corps of Engineers, Indian River Farms Water Control District, and all other applicable State or Federal agencies ' specifications and permits . In the event of a conflict, the more stringent specification or requirement shall govern . E. Before performing any work outside the designated limits of the work site , secure any necessary permits and authorization from the applicable owner, or verify in writing that such has been previously obtained . Follow all requirements of any said permits or r authorization . Give the ENGINEER and appropriate owner ten ( 10) days minimum notice before commencing construction operations outside the designated limits of the work site. Adjacent property owners at time of bidding are listed below. r r 01009-1 01009-Special Provisions FAEngineedng%Capital Projects102094th Street Bridge Over Cooch DitcM0209-4th Street Bridge Over Cooch 07-20-06%0209-01009 - Special Provisions.doc i i .. SECTION 01340 SUBMITTAL OF SHOP DRAWINGS , PRODUCT DATA, AND SAMPLES 1 . 1 SCOPE A. Submit shop drawings , product data and samples as required by or inferred by the Drawings and Specifications . Submittals shall conform to the requirements of Section 6.17 of the General Conditions , Section 01330 , and as described in this Section. 1 .2 SHOP DRAWINGS A. Shop drawings are original drawings , prepared by the CONTRACTOR, a subcontractor, supplier, or distributor, which illustrate some portion of the work; showing fabrication , layout, setting , or erection details . Shop drawings are further defined in Section 01330 . B . Shop drawings shall be prepared by a qualified detailer and shall be identified by reference to sheet and detail numbers on the Contract Drawings. 1 . 3 PRODUCT DATA A. Product data are manufacturer's standard schematic drawings and manufacturer's catalog sheets , brochures, diagrams , schedules , performance charts , illustrations , and other standard descriptive data. Product data are further defined in Section 01330 . �! B . Modify standard drawings to delete information which is not applicable to the project and supplement them to provide additional information applicable to the project. C . Clearly mark catalog sheets, brochures , etc. , to identify pertinent materials, products , or models . 1 . 4 SAMPLES .! Samples are physical examples to illustrate materials , equipment , or workmanship and to establish standards by which work is to be evaluated . Samples are further defined in Section 01330 . rl Last revised 7117/01 0209-01340 Submittal of Shop Drawings .doc 01340-1 rl F9EngineeringlCapital Projects\0209-4th Street Bridge Over Cooch Ditchk02O9-4th Street Bridge Over Cooch 07-20-0610209-01340 Submittal of Shop Drawings.doc 0i i 1 . 5 CONTRACTOR' S RESPONSIBILITIES FOR SUBMITTAL OF SHOP DRAWINGS , PRODUCT DATA AND SAMPLES i A. The CONTRACTOR's responsibilities for submittal of shop drawings , product data , and samples are set forth in paragraph 6 . 17 of the General Conditions and as further explained herein . B . Prior to submission , thoroughly check shop drawings , product data , and samples for completeness and for compliance with the Contract Documents , verify all dimensions and field conditions, and coordinate the shop drawings with the requirements for other related work . Also review each shop drawing before submitting it to the ENGINEER to determine that it is acceptable in terms of the means , methods , techniques , sequences and operations of construction , safety precautions and programs incidental thereto , all of which are the CONTRACTOR's responsibility. 1 . It is CONTRACTOR' S responsibility to review submittals made by his suppliers and Subcontractors before transmitting them to ENGINEER to assure proper coordination of the Work and to determine that each submittal is in accordance with its desires and that there is sufficient information about materials and equipment for ENGINEER to determine compliance with the Contract Documents . 2 . Incomplete or inadequate submittals will be returned for revision without review. C . The CONTRACTOR's responsibility for errors and omissions in submittals is not relieved by the ENGINEER's review of submittals . The CONTRACTOR shall approve the shop drawings based on his in-the-field measurements , prior to submittal to the ENGINEER for his review. D . Notify the ENGINEER, in writing at the time of submission , of deviations in submittals from the requirements of the Contract Documents . The CONTRACTOR's responsibility for deviations in submittals from the requirements of the Contract Documents is not relieved by the ENGINEER's review of submittals , unless the ENGINEER gives written acceptance of specific deviations . E . Begin no work, which requires submittals until return of submittals with the ENGINEER's stamp and initials or signature indicating the submittal has been reviewed . Last revised 7117/01 0209-01340 Submittal of Shop Drawings.doc 01340-2 FAEngineeringlCapilal Projects50209-4th Street Bridge Over Coach Ditch0209-4th Street Bridge Over Cooch 07-20-0610209-01340 Submittal of Shop Drawings.doc i SECTION 01024 FORCE ACCOUNT i 1 . 1 General i CONTRACTOR shall furnish all labor, materials , equipment and incidentals necessary to perform additional work not covered on the Contract Drawings . The force Account is intended as a contingency for unforeseen work . 1_1 PAYMENT i A . Lump sum amount for force account work is included in the bid schedule. The value of force account work will be determined in accordance with Article i 12 of the General Conditions . i + + END OF SECTION + + i i i i r r 01024- 1 0209-01024 - Force Account.doc r F AEngineeringZapital Projects\0209-4th Street Bridge Ova Coach Ditch\0209-4th Strect Bridge Over Coach 07-20-0610209-01024 - Force Accountdoc ■ .. i i i i 1 . 6 SUBMITTAL REQUIREMENTS AND ENGINEER' S REVIEW FOR SHOP DRAWINGS , PRODUCT DATA AND SAMPLES i A . Submit to : Indian River County Engineering Division Michael D . Nixon , P . E . , Design Professional Engineer i 1840 25th Street Vero Beach , FL 32960 i B . A letter of transmittal shall accompany each submittal . If data for more than one Section of the Specifications is submitted , a separate transmittal letter shall accompany the data submitted for each Section . i C . At the beginning of each letter of transmittal, provide a reference heading indicating the following : 1 . OWNER'S Name 2 . Project Name 3 . Contract Number 4 . Transmittal Number 5 . Section Number r D . All submittals shall have a title block with complete identifying information satisfactory to the ENGINEER . The following is a sample Submittal Form that the CONTRACTOR may use: r [The remainder of this page has been left blank intentionally] r r Last revised 7117101 0209-01340 Submittal of Shop Drawings.doc 01340-3 F:1Eng1neering\Capital Projects10209-4th Street Bridge Over Gooch Ditchl0209-4th Street Bridge Over Cooch 07-20-06\0209-01340 Submittal of Shop Drawings.doc r r CONTRACTOR SUBMITTALS 4T" STREET / COOCH DITCH BRIDGE REPLACEMENT 11T11 STREET SW PAVING & DRAINAGE r SUBMITTAL NO . Contractor: Date Sent to County No . Copies Sent to County ❑ Original Submittal ❑ Re-Submittal ❑ Shop Drawing ❑ Cut Sheet ❑ Other r Description : Sub-Contractor: Remarks: + r Reviewing Agency: (As checked below) Date Received Date Returned No . Copies Ret' d r ❑ I R C Engineering Div. ❑ I R C Utilities Services Remarks: + IRC Engineering Division Date Rec'd from Contractor Michael Nixon , P . E. Date Ret'd to Contractor 184025 th Street No . Copies Ret'd r Vero Beach, Fl . 32960 r Remarks : Distribution of Copies : IRC Engineering Division ■ Office File Field Office File Last revised 7/17/01 0209-01340 Submittal of Shop Drawings.doc 01340-0 E:T=ngineering\Capital Projectsk02O9-4th Street Bridge Over Cooch Ditch102094th Street Bridge Over Cooch 07-20-0610209-01340 Submittal of Shop Drawings.doc r _ SECTION 01050 FIELD ENGINEERING AND LAYOUT 1 . 1 GENERAL A. The CONTRACTOR will furnish all construction staking for the project. All staking from control will be under the supervision of a Florida Registered Land Surveyor. B. Develop and make all detail surveys and measurements needed for construction including but not limited to , slope stakes, batter boards , piling layouts and all other working lines , elevations and cut sheets. C . Keep a transit and leveling instrument on the site at all times and a skilled instrument man available whenever necessary for layout of the Work. D . Provide all material required for benchmarks , control points , batter boards , grade stakes , and other items . E . Be solely responsible for all locations , dimensions and levels . Nd data other than written orders of the ENGINEER shall justify departure from the dimensions and levels required by the Drawings . F . Safeguard all points, stakes , grademarks , monuments and benchmarks made or established on the Work, and reestablish same , if disturbed . Rectify all Work improperly installed because of not maintaining , not protecting or removing without authorization such established points, stakes , marks and monuments . G . When requested by the ENGINEER , provide such facilities and assistance as may be necessary for the ENGINEER to check line and grade points placed by the CONTRACTOR . Do no excavation or embankment work until all ' cross-sectioning necessary for determining pay quantities has been completed and checked by the ENGINEER . H . The cost of performing engineering and layout work described above shall be included in the contract unit prices for the various items of work to which it is incidental . No separate payment will be made for surveying or engineering . 1 . 2 SURVEY WORKAND QUALIFICATIONS OF SURVEYOR A. Prior to commencing work, the CONTRACTOR shall satisfy himself as to the accuracy of all survey and existing site information as indicated in the Contract Documents . Immediately notify the ENGINEER upon discovery of any errors , inaccuracies or omissions in the survey data . The commencing of any of the work by the CONTRACTOR shall be held as the CONTRACTOR's acceptance that all survey or existing site information is correct and accurate , without any reasonably inferable errors , inaccuracies or omissions . 1050- 1 01050 Field Engineering F9Enginmring\CapU Proje=\02094f Street Bridge Ovar Coach Oltch102094th Street Bndge Over C000h 07-20-0610209 U% - Field Engineenng.d c i E . All submittals shall bear the stamp of approval and signature of CONTRACTOR as evidence that they have been reviewed by CONTRACTOR. Submittals without this stamp of approval will not be reviewed by the ENGINEER and will be returned to CONTRACTOR. F . Assign a number to each submittal starting with No . 1 and thence numbered consecutively. Identify resubmittals by the original submittal number followed by the suffix "A" for the first resubmittal , the suffix " B" for the second resubmittal , etc. G . Initially submit to ENGINEER a minimum of six (6) copies of all submittals that are on 11 -inch by 17-inch or smaller sheets (no less than 8 1 /2-inch x 11 -inch) , and one unfolded sepia and 2 prints made from that sepia for all submittals on sheets larger than 11 -inch by 17-inch . H . After ENGINEER completes his review, Shop Drawings will be marked with one of the following notations : * 1 . Approved 2 . Approved as Corrected 3 . Approved as Corrected - Resubmit 4 . Revise and Resubmit 5 . Not Approved I . If a submittal is acceptable , it will be marked "Approved " or "Approved as Corrected" . Three (3 ) prints or copies of the submittal will be returned to CONTRACTOR . J . Upon return of a submittal marked "Approved" or "Approved as Corrected" , CONTRACTOR may order, ship or fabricate the materials included on the submittal , provided it is in accordance with the corrections indicated . K. If a Shop Drawing marked "Approved as Corrected" has extensive corrections or corrections affecting other drawings or Work, ENGINEER may require that CONTRACTOR make the corrections indicated thereon and resubmit the Shop Drawings for record purposes . Such drawings will have the notation , "Approved as Corrected - Resubmit. " L. If a submittal is unacceptable , three (3) copies will be returned to CONTRACTOR with one of the following notations : 1 . 'Revise and Resubmit' 2 . "Not Approved" Last revised 7117/01 0209-01340 Submittal of Shop Drawings .doc 01340-5 ■ F:IEngineering\Capital Projects\0209.4th Sheet Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209-01340 Submittal of Shop Drawings.doc ,. M . Upon return of a submittal marked "Revise and Resubmit" , make the corrections indicated and repeat the initial approval procedure . The "Not Approved" notation is used to indicate material or equipment that is not .. acceptable . Upon return of a submittal so marked , repeat the initial approval procedure utilizing acceptable material or equipment. N . Any related Work performed or equipment installed without an "Approved " or "Approved as Corrected " Shop Drawing will be at the sole responsibility of the CONTRACTOR . r 0 . Submit Shop Drawings well in advance of the need for the material or equipment for construction and with ample allowance for the time required to make delivery of material or equipment after data covering such is approved . CONTRACTOR shall assume the risk for all materials or equipment which is fabricated or delivered prior to the approval of Shop Drawings . Materials or equipment will not be included in periodic progress payments until approval thereof has been obtained in the specified manner. i P . ENGINEER will review and process all submittals promptly , but a reasonable time should be allowed for this , for the Shop Drawings being revised and resubmitted , and for time required to return the approved Shop Drawings to CONTRACTOR . Q . Furnish required submittals with complete information and accuracy in order to achieve required approval of an item within three submittals . All costs to ENGINEER involved with subsequent submittals of Shop Drawings , Samples or other items requiring approval , will be back-charged to CONTRACTOR in accordance with the General Conditions and the Supplementary Conditions . If the CONTRACTOR requests a substitution for a previously approved item , all of ENGINEER'S costs in the reviewing and approval of the substitution will be back-charged to CONTRACTOR unless the need for such substitution is beyond the control of CONTRACTOR . R. Close Out Submittals : Refer to Section 1810 for specific general requirements on the submittal of closeout information , materials , tools, and similar items . • + + END OF SECTION + + r Last revised 7/17/01 0209-01340 Submittal of Shop Drawings.doc r 01340-6 F:%Engineering\Capital Projects102094th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-06\0209-01340 Submittal of Shop Dravnngs.doc r Mill! B . The CONTRACTOR shall carefully preserve all control stakes , benchmarks , reference points and property corners and will be responsible for any mistake .. or loss of time caused by their unnecessary loss or disturbance. If the loss or disturbance of the stakes or marks cause a delay in the Work, the CONTRACTOR shall have no claim for damages or extension of time . Control stakes , benchmarks , reference points and property corners disturbed by the CONTRACTOR's work shall be replaced by a Florida Registered Land Sur- veyor and Mapper, at the CONTRACTOR's expense . In the event the Owner must provide the services of the Florida Registered Surveyor and Mapper to perform this replacement work, the cost of the surveying services will be deducted from any sums due the CONTRACTOR for the work performed under " this Contract. C . All survey work shall be performed under the guidance and direction of a Florida Registered Surveyor and Mapper. D . All survey work for Record Drawings shall be performed by a Florida Registered Surveyor and Mapper. 1_3 STATION BOARDS A. CONTRACTOR shall erect and maintain white/black standard FDOT station markers every 100 feet. 1 .4 LAYOUT OF STRIPING Establish by instrument, and mark the finished surface , the points necessary for striping finished roadway in conformance with Section 5-7 of FDOT Standard Specifications. r + + END OF SECTION + + • 1050-2 01050 Field Engineering FBEnginnnnglCaphal PMjeMk02094th Street Badge Over Cooch OfIch=O0 th Street Bridge Over C00ch 07-20-MO20MI050 - Field Engineering.doc r r i r ■ r + + SECTION 01520 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1 . 1 SCOPE A. Provide all construction equipment and facilities and temporary controls +. required to satisfactorily complete the work represented on the Drawings and described in the Specifications . 1 . 2 RESPONSIBILITY A. All construction facilities and temporary controls remain the property of the Contractor establishing them and shall be maintained in a safe and useful condition until removed from the construction site . B . All false work, scaffolding , ladders , hoistways , braces , pumps , roadways , sheeting , forms , barricades , drains , flumes , and the like , any of which may be needed in construction of any part of the work and which are not herein described or specified in detail , must be furnished , maintained and removed by the CONTRACTOR , who is responsible for the safety and efficiency of such work and for any damage that may result from their failure or from their improper construction , maintenance or operation . C . In accepting the Contract, the CONTRACTOR assumes full responsibility for the sufficiency and safety of all hoists , cranes , temporary structures or work and for any damage which may result from their failure or their improper construction , maintenance or operation and will indemnify and save harmless the OWNER and ENGINEER from all claims , suits or actions and damages or costs of every description arising by reason of failure to comply with the above provision . 1 . 3 TEMPORARY UTILITIES AND SERVICES A. TEMPORARY WATER 1 . Provide a temporary water service as required for all construction purposes and pay for all water used . 2 . Furnish potable drinking water in suitable dispensers and with cups for use of all employees at the job . 3 . Provide all temporary piping , hoses , etc. , required to transport water to the point of usage by all trades . 4 . When temporary water service is no longer required , remove all • temporary water lines. • 0209-0152D - Construction Facilities.doc 01520-1 F:1Enginee6ng%Capfta1 Projects\D209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-0610209-01520 - Constmction Facilities.doc SECTION 01520 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ■' B . TEMPORARY SANITARY FACILITIES 1 . Provide temporary toilet facilities separate from the job office . Maintain these during the entire period of construction under this Contract for the use of all construction personnel on the job. Provide enough chemical toilets to conveniently serve the needs of all personnel . Properly seclude toilet facilities from public observation . 2 . Chemical toilets and their maintenance shall meet the requirements _ of State and local health regulations and ordinances . Immediately correct any facilities or maintenance methods failing to meet these requirements . Upon completion of work, remove the facilities from a. the premises . 1 .4 SECURITY r. Full time watchmen will not be specifically required as a part of the Contract, but the CONTRACTOR shall provide inspection of work area daily and shall take whatever measures are necessary to protect the safety of the public, workmen , and materials, and provide for the security of the site, both day and night. 1 . 5 TEMPORARY CONTROLS Take all necessary precautions to control dust and mud associated with the work .. of this Contract. In dry weather, spray dusty areas daily with water in order to control dust . Take necessary steps to prevent the tracking of mud onto adjacent streets and highways . 1 . 6 REMOVAL OF TEMPORARY CONSTRUCTION FACILITIES Remove the various temporary facilities , services , and controls and legally dispose of them as soon as the work is complete. The areas of the site used for temporary facilities shall be properly reconditioned and restored to a condition acceptable to the OWNER . + + END OF SECTION + + r 0209-01520 - Construction Facilities.doc 01520-2 F:\EngineeringlCapital Projects10209-4th Street Bridge Over Cooch Ditch10209.4th Street Bridge Over Conch 07-20-0610209-01520 - r Construction Facilities.doc ,r SECTION 01091 .. REFERENCE STANDARDS 1 . 1 GENERAL A. Whenever reference is made to the furnishing of materials or testing thereof to conform to the standards of any technical society, organization or body, it shall be construed to mean the latest standard , code, specification or tentative specification adopted and published at the date of advertisement for bids , unless noted otherwise in the Technical Specifications or on the Drawings . When a reference standard is specified , comply with requirements and recommendations stated in that standard , except when they are modified by the Contract Documents , or when applicable laws , ordinances , rules , regulations or codes establish stricter standards . The list of specifications presented in Paragraph B is hereby made a part of the Contract, the same as if repeated herein in full . B . Reference to a technical society, organization , or body may be made in the Specifications by abbreviations, in accordance with the following list: _ AASHTO The American Association of State Highway and Transportation Officials ACI American Concrete Institute AGA American Gas Association AISC American Institute of Steel Construction ,. AISI American Iron and Steel Institute ANSI American National Standards Institute • ASCE American Society of Civil Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWWA American .Nater Works Association AWS American Welding Society FED . SPEC . Federal Specifications 01091 - 1 01091 Reference Standards FAEngineering\CapHal PmjectsW209-4th Street Bridge Over Ccoch DRchW209-4th Street Bridge Over Cooch 07-20-061020&01091 - Reference Standards.doc r r SECTION 01541 PROTECTION OF THE WORK AND PROPERTY .. 1 . 1 GENERAL A. CONTRACTOR shall be responsible for taking all precautions , providing all r programs , and taking all actions necessary to protect the Work and all public and private property and facilities from damage as specified in the General Conditions and herein . r B . In order to prevent damage, injury or loss , CONTRACTOR'S actions shall include , but not be limited to , the following : 1 . Store apparatus , materials , supplies , and equipment in an orderly, safe manner that will not unduly interfere with the progress of the Work or the Work of any other Contractor or utility service company. 2 . Provide suitable storage facilities for all materials , which are subject to injury by exposure to weather, theft, breakage , or otherwise . 3 . Place upon the Work or any part thereof, only such loads as are consistent with the safety of that portion of the Work. 4 . Clean up frequently all refuse, rubbish , scrap materials , and debris caused _ by construction operations , so that at all times, the site of the Work presents a safe , orderly, and workmanlike appearance . 5 . Provide barricades and guard rails around openings , for scaffolding , for temporary stairs and ramps, around excavations , elevated walkways and other hazardous areas . C . Except after written consent from proper parties , do not enter or occupy privately-owned land with men , tools , materials or equipment, except on easements provided herein . D . Assume full responsibility for the preservation of all public and private property or facility on or adjacent to the site . If any direct or indirect damage is done by or on account of any act, omission , neglect or misconduct in the execution of the Work by the CONTRACTOR, it shall be restored by the CONTRACTOR, at its expense , to a condition equal to or better than that existing before the damage was done . 1 . 2 BARRICADES AND WARNING SIGNALS • Where Work is performed on or adjacent to any roadway, right-of-way, or public place , provide barricades , fences , lights , warning signs , danger signals , and watchmen , and take other precautionary measures for the protection of persons or properly and of the Work. Paint bar, icades so they are visible at night. From sunset to sunrise , furnish and maintain at least one light at each barricade. Erect sufficient barricades to keep vehicles from being driven on or into Work under construction . Furnish watchmen in sufficient numbers to protect the Work. CONTRACTOR's responsibility for the maintenance of barricades , signs, lights , and for providing watchmen shall continue until OWNER accepts the Project. r 0209-01541 - Protection of Property.doc 01541 -1 FAEngineeringlCapital Projects10209-4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-2D-05\0209-01541 - Protection of Property.doc ri SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1 . 3 TREE AND PLANT PROTECTION r A. Protect existing trees , shrubs and plants on or adjacent to the site that are _ shown or designated to remain in place against unnecessary cutting , breaking or skinning of trunk, branches , bark or roots . B . Do not store or park materials or equipment within the drip line . ' C . Install temporary fences or barricades to protect trees and plants in areas subject to traffic. D . Fires shall not be permitted under or adjacent to trees and plants . r E . Within the limits of the Work , water trees and plants that are to remain , in order to maintain their health during construction operations . F . Cover all exposed roots with burlap and keep it continuously wet. Cover all exposed roots with earth as soon as possible . Protect root systems from mechanical damage and damage by erosion , flooding , run-off or noxious materials in solution . G. If branches or trunks are damaged , prune branches immediately and protect the cut or damaged areas with emulsified asphalt compounded specifically for horticultural use . r H . Remove all damaged trees and plants that die or suffer permanent injury and replace them with a specimen of equal or better quality. I . Coordinate Work in this Section with requirements of other sections herein . 1_4 PROTECTION OF IRRIGATION The� CONTRACTOR shall be responsible for maintaining in good condition all irrigation systems within the easements , which could be damaged by construction activities . The CONTRACTOR shall repair any irrigation systems damaged by construction activities within two (2) days. Irrigation systems partially within the right-of-way of Kings Highway and all intersecting side streets within project limits may be cut off and capped or connected to same system to _ maintain functionality. The CONTRACTOR shall be responsible for maintaining f + nn nn n + v om d ni d f II �# c n the functionality o , the remaining portio „ of ,he system ,f if showuld a„ outside of the right-of-way. 01541 -2 0209-01541 - Protection of Property.doc F:%EngineeringlCspital Projects10209.4th Street Bridge Over Cooch Oitch=09-4th Street Bridge Over Conch 07-20-06\0209-01541 - Protection of Property.doc r CRSI Concrete Reinforcing Steel Institute r FDEP/DEP Florida Department of Environmental Protection r NCPI National Clay Pipe Institute NEMA National Electrical Manufacturers Association NEC National Electric Code NSPE National Society of Professional Engineers OSHA Occupational Safety and Health Administration PCI Prestressed Concrete Institute w FDOT/DOT Florida Department of Transportation •+ U . L. , Inc. Underwriter's Laboratories , Inc. SSPC Steel Structures Painting Council r SJRWMD St. Johns River Water Management District C . When no reference is made to a code, standard or specification , the standard specifications of ASTM , FDOT , or ANSI shall govern . D . In the event of a conflict between the specifications prepared by the ENGINEER and the above referenced specifications and standards , or any other regulatory specification or standard , the more stringent requirement prevails . + + END OF SECTION + + r • 01091 -2 01091 Reference Standards FAEncineenngSCapital Projects102094th Street Bridge Over Cooch Oitch10209-4th Street Bridge Over Cooch 07-20-08=09-01091 - Reference Standards.doc r r r r r r r r r ■ .. SECTION 01541 PROTECTION OF THE WORK AND PROPERTY .. 1 . 5 PROTECTION OF EXISTING STRUCTURES A . Underground Structures : 1 . Underground structures are defined to include , but not be limited to , all sewer, water, gas , and other piping , and manholes , chambers , electrical conduits , tunnels and other existing subsurface work located within or adja- cent to the limits of the Work. 2 . All underground structures known to ENGINEER except service connections for water, sewer, electric, and telephone are shown . This information is shown for the assistance of CONTRACTOR in accordance with the best information available, but is not guaranteed to be correct or complete. The existing utilities shown on the Contract Drawings are located according to the information available to the ENGINEER at the time the Drawings were prepared and have not been independently verified by the OWNER or the ENGINEER . Guarantee is not made that all existing .. underground utilities are shown or that the locations of those shown are accurate . The locations shown are for bidding purposes only. Finding the actual location of any existing utilities is the CONTRACTOR's responsibility and shall be done before it commences any work in the vicinity. Furthermore, the CONTRACTOR shall be fully responsible for any and all ,r damages , which might be occasioned by the CONTRACTOR's failure to exactly locate and preserve any and all underground utilities . The OWNER or ENGINEER will assume no liability for any damages sustained or costs incurred because of the CONTRACTOR's operations in the vicinity of existing utilities or structures , nor for temporary bracing and shoring of same . If it is necessary to shore , brace , or swing a utility, contact the utility ., company or department affected and obtain their permission regarding the method to use for such work. 3 . Contact the various utility companies which may have buried or aerial utilities within or near the construction area before commencing work . Provide 48 hours minimum notice to all utility companies prior to beginning construction . 4 . Schedule and execute all work involving existing utilities in order to minimize necessary interruption of services . Whenever such interruption is necessary for completion of the work, notify the ENGINEER and the • appropriate utility at least 48 hours in .advance. Perform all work to repair/restore utility service to the satisfaction of the appropriate utility . Include all costs related to service maintenance, interruption , and restoration in the appropriate line item in the Contract. 5 . Where it is necessary to temporarily Interrupt house or business services , the CONTRACTOR shall notify the owner or occupant, both before the interruption (24-hour minimum) , and again immediately before service is resumed . Before disconnecting and pipes or cables , the CONTRACTOR shall obtain permission from their owner, or shall make suitable arrangement for their disconnection by their owner. 0209-01541 - Protection of Property.doc 01541 -3 FAEngineednglCapital Projects10209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-06\0209-01541 - Protection of Property.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY r 6 . Explore ahead of trenching and excavation work and uncover all obstructing underground structures sufficiently to determine their location , to prevent damage to them and to prevent interruption of the services which such structures provide . If CONTRACTOR damages an underground structure, restore it to original condition at CONTRACTOR's expense. .. 7 . Necessary changes in the location of the Work may be made by ENGINEER , to avoid unanticipated underground structures . 8 . If permanent relocation of an underground structure or other subsurface +• facility is required and is not otherwise provided for in the Contract Documents , ENGINEER will direct CONTRACTOR in writing to perform the Work , which shall be paid for under the provisions of Article 11 of the General Conditions . B . Surface Structures. 1 . Surface structures are defined as structures or facilities above the ground surface . Included with such structures are their foundations and any extension below the surface . Surface structures include , but are not limited to , buildings , tanks , walls , bridges , roads , dams , channels , open drainage , piping , poles , wires , posts , signs , markers , curbs , walks and all other facil- ities that are visible above the ground surface . d" C . Protection of Underground and Surface Structures : 1 . Sustain in their places and protect from direct or indirect injury, all underground and surface structures located within or adjacent to the limits of the Work. Such sustaining and supporting shall be done carefully, and as required by the party owning or controlling such structure . Before proceeding with the work of sustaining and supporting such structure , satisfy the ENGINEER that the methods and procedures to be used have been approved by the party owning same . 2 . Assume all risks attending the presence or proximity of all underground and surface structures within or adjacent to the limits of the Work. lei CONTRACTOR shall be responsible for all damage and expense for direct or indirect injury caused by its Work to any structure. CONTRACTOR shall repair immediately all damage caused by his work , to the satisfaction of the OWNER of the damaged structure . D. All other existing surface facilities , including but not limited to , guard rails , posts , guard cables , signs , poles , markers , and curbs which are temporarily removed to facilitate installation of the Work shall be replaced and restored to their original condition at CONTRACTOR'S expense . • 0209-01541 - Protection of Property.doc 01541 -4 FAEngineering%Capital Projectsk02O9.4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209-01541 - ■ Protection of Property.doc SECTION 01215 GENERAL QUALITY CONTROL 1 . 1 DESCRIPTION OF REQUIREMENTS A. Definitions : Specific quality control requirements for the work are indicated throughout the Contract Documents . The requirements of this section are primarily related to the performance of the work beyond the furnishing of manufactured products. The term "Quality Control' includes , but is not necessarily limited to, inspection and testing and associated requirements . This section does not specify or modify the OWNER and ENGINEER duties relating to quality review and Contract surveillance. ., 1 . 2 RESPONSIBILITY FOR INSPECTIONS AND TESTS A. Residual OWNER Responsibility: The OWNER will employ and pay for the services of independent testing laboratories to perform those required inspections and tests . .. B . CONTRACTORS General Responsibility: No failure of test agencies , whether engaged by the OWNER or CONTRACTOR , to perform adequate inspections of tests or to properly analyze or report results , shall relieve the tw CONTRACTOR of responsibility for the fulfillment of the requirements of the Contract Documents. It is recognized that the required inspection and testing program is intended to assist the CONTRACTOR, OWNER , ENGINEER , and governing authorities in the nominal determination of probable compliance with requirements for certain crucial elements of work . The program is not intended to limit the CONTRACTOR in his regular quality control program , as needed for general assurance of compliance . 1 . 3 QUALITY ASSURANCE A. General Workmanship Standards : It is a requirement that each category of tradesman or installer performing the work be pre-qualified , to the extent of being familiar with the applicable and recognized quality standards for his category of work, and being capable of workmanship complying with those standards. 1 .4 PRODUCT DELIVERY-STORAGE-HANDLING Handle , store and protect materials and products , including fabricated components , by methods and means which will prevent damage , deterioration and losses ( and resulting delays) , thereby ensuring highest quality results as the performance of the work ■ 01215-1 01215 General Quality Control F:T=ngineedng\Capital Project510209-4th Street Bridge Over Cooch Ditcht0209.4th Street Bridge Over Cooch 07-20-0610209-01215 - General Quality.doc 1 / / / 1 1 1 1 i / i a a a ■ • SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1 . 6 DAMAGE TO EXISTING STRUCTURES AND UTILITIES A . The CONTRACTOR shall be responsible for and make good all damage to pavement beyond the limits of this Contract, buildings , telephone or other cables , water pipes , sanitary pipes , or other structures which may e encountered , whether or not shown on the Drawings . B . Information shown on the Drawings as to the location of existing utilities has been prepared from the most reliable data available to the Engineer. This information is not guaranteed , however, and it shall be this CONTRACTOR 's responsibility to determine the location , character and depth of any existing utilities . He shall assist the utility companies , by every means possible to determine said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from his activities . 1 . 7 ADJUSTMENTS OF UTILITY CASTINGS COVERS AND BOXES A. All existing utility castings , including valve boxes, junction boxes , manholes , pull boxes , inlets and similar structures in the areas of construction that are to remain in service shall be adjusted by the CONTRACTOR to bring them flush with the surface of the finished work. B . The CONTRACTOR shall coordinate the utilities to ensure proper construction sequencing . CONTRACTOR shall make available survey reference markers to the various utility companies . + + END OF SECTION + + 0209-01541 - Protection of Property.doc 01541 -5 FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209-01541 - Protection of Property.doc . i • SECTION 01550 ACCESS ROADS , PARKING AREAS AND USE OF PUBLIC STREETS i _ 1 . 1 GENERAL A. Provide all temporary construction roads , walks and parking areas required during construction and for use of emergency vehicles . Design and maintain temporary roads and parking areas so they are fully usable in all weather conditions. i B . Prevent interference with traffic and the OWNER's operations on existing roads . Indemnify and save harmless the OWNER from any expenses caused by ,. CONTRACTOR's operations over these roads . C . Roadways damaged by CONTRACTOR shall be restored to their original i condition by the CONTRACTOR subject to approval of the OWNER or ENGINEER . i D . Remove temporary roads , walks and parking areas prior to final acceptance and return the ground to its original condition , unless otherwise required by the Contract Documents . 1 . 2 USE OF PUBLIC STREETS The use of public streets and alleys shall be such as to provide a minimum of inconvenience to the public and to other traffic. Any earth or other excavated material spilled from trucks shall be removed immediately by the CONTRACTOR and the streets cleaned to the satisfaction of the Owner. 1 . 3 USE OF PUBLIC STREETS FOR HAUL ROADS A. Prior to construction , the CONTRACTOR shall designate all proposed haul roads to be used during the life of the project. Any earth or other materials spilled from trucks shall be removed by the CONTRACTOR and streets cleaned to the satisfaction of the Owner. He further shall be responsible for repairs to any damages caused by his operations , prior to final payment. 01550 Access Roads 01550-1 F:\Engineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-0610209-01550 - Access Roads.doc progresses. Control delivery schedules so as to minimize unnecessary long-term storage at the project site prior to installation . 1 . 5 PROJECT PHOTOGRAPHS/VIDEOS A. The CONTRACTOR shall make provisions , at his expense, for video tapes of all work areas just prior to construction , and for unusual conditions during construction . The videos shall show pertinent physical features along the line of construction . The purpose of the videos is to determine any damage to private or public property during construction . B . Pre-Construction Video: s 1 . Contractor shall provide the Owner with a video record and one copy of the existing conditions prior to construction . This video shall be a standard VHS cassette format , and shall be narrated . 2 . The video shall include, but not be limited to , the following items shown in a clear manner: ,. 1 ) All existing features within the right-of-way. 2) All existing features within the temporary construction easement. 3) All existing features within permanent easements. 4) All existing features adjacent to any construction . 3 . Detail of the video shall be such that the following examples shall be clear and visible : 1 ) Cracks in walls. 2) Condition of fencing . 3) Condition of planted areas and types of vegetation . 4) Condition of sodded areas . 5) Conditions of sprinkler systems and associated controls and wiring . 6) Condition of signs . 7) Conditions of lighting and associated wiring . 8) Significant detail of any pre-existing damages physical features shall be shown . The coverage of the video should include the limits of effects of the use of vibratory rollers . 9) This video record shall be presented to the Owner within 30 days of the Notice to Proceed . A copy shall be kept in the Contractor's field office. 10) Payment — No additional payment will be made for this work . + + END OF SECTION + + ■ 01215-2 01215 General Quality Control FAEngineeringlCapdal Projects\0209-4th Street Bridge Over Cooch Dttch102D94th Street Bridge Over Cooch 07-20-06\0209-01215 - General Quality.doc w r r r r SECTION 01550 • ACCESS ROADS , PARKING AREAS AND USE OF PUBLIC STREETS B . All trucks carrying earth shall be covered while moving with an appropriate tarpaulin . Should trucks hauling earth fail to cover their loads , the CONTRACTOR will be given two (2) written warnings , after which the CONTRACTOR shall pay a fine of $ 50 per uncovered truck to the Owner when invoked by the Owner to Owner's Engineer. All cleanup shall be the responsibility of the CONTRACTOR . C . All trucks/moving equipment shall have backup warning horns in proper working order while on the job site . „ + + END OF SECTION + + r r • W 01550 Access Roads 01550-2 FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06W209-01550 - Access Roads.doc w W SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT I 1 . 1 GENERAL A. Make all arrangements for transportation , delivery and handling of equipment and materials required for prosecution and completion of the Work . B . Shipments of materials to CONTRACTOR or Subcontractors shall be delivered to the site only during regular working hours . Shipments shall be addressed and consigned to the proper party giving name of Project, street number and city. Shipments shall not be delivered to OWNER except where otherwise directed . C . If necessary to move stored materials and equipment during construction , CONTRACTOR shall move or cause to be moved materials and equipment without any additional compensation . 1 . 2 DELIVERY A. Arrange deliveries of products in accord with construction schedules and in ample time to facilitate inspection prior to installation . B . Coordinate deliveries to avoid conflict with Work and conditions at site and to accommodate the following : 1 . Work of other contractors , or OWNER . ■ 2 . Limitations of storage space . 3 . Availability of equipment and personnel for handling products . 4 . OWNER' S use of premises . r C . Do not have products delivered to project site until related Shop Drawings have been approved by the ENGINEER. w D . Do not have products delivered to site until required storage facilities have been provided . E. Have products delivered to site in manufacturer's original , unopened , labeled containers . Keep ENGINEER informed of delivery of all equipment to be incorporated in the Work. 0209-01610 - Transportation and Handling of Materials and Equipment.doc 01610-1 F:\Engineehng\Capttai Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Coach 07-20-06=09-01610 - Transportation 7-20-06\0209-01610 -Transportation and Handling of Materials and Equipment.doc r< A• SECTION 01310 CONSTRUCTION SCHEDULES i 1 . 1 GENERAL REQUIREMENTS i A. No partial payments shall be approved by the ENGINEER until there is an approved construction progress schedule on hand . r B . Designate an authorized representative who shall be responsible for development and maintenance of the schedule and of all progress and i payment reports . This representative shall have direct project control and complete authority to act on behalf of the CONTRACTOR in fulfilling the commitments of the CONTRACTOR's schedules . 1 . 2 REVISIONS TO THE CONSTRUCTION SCHEDULES i When the ENGINEER requires the CONTRACTOR to submit revised (updated ) progress schedules on a monthly basis the CONTRACTOR shall : i A. Indicate the progress of each activity to the date of submission . ., B . Show changes occurring since the previous submission listing : 1 . Major changes in scope . 2 . Activities modified since the previous submission. i 3 . Revised projections of progress and completion . 4 . Other identifiable changes . i C . Provide a narrative report as needed to define : 1 . Problem areas , anticipated delays , and the impact on the schedule. 2 . Corrective action recommended and its effect. • 3 . The effect of changes on schedules of other prime contractors . 1 . 3 SUBMISSION OF THE CONSTRUCTION SCHEDULES On or before the tenth day after the effective date of the Agreement, submit the initial schedules to the ENGINEER . The ENGINEER will review the schedules and return a review copy to the CONTRACTOR within 21 days after receipt. If required by the ENGINEER , resubmit revised schedules on or before the seventh day after receipt of the review copy. If required by the ENGINEER, submit revised monthly progress schedules with that month 's application for payment. 01310-1 01310 Construction Schedule FAEngineeringlCapital Projects10209-4th Street Bridge Over Cooch 0itch10209.4th Street Bridge Over Cooch 07-20-0610209-01310 - Construction Schedule.doc r i i i i • r SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT ' F . Partial deliveries of component parts of equipment shall be clearly marked to identify the equipment, to permit easy accumulation of parts , and to facilitate assembly . G . Immediately on delivery, inspect shipment to assure : _ 1 . Product complies with requirements of Contract Documents and reviewed submittals . 2 . Quantities are correct. 3 . Containers and packages are intact, labels are legible . 4 . Products are property protected and undamaged . 1 . 3 PRODUCT HANDLING A . Provide equipment and personnel necessary to handle products , including ,. those provided by OWNER , by methods to prevent soiling or damage to products or packaging . B . Provide additional protection during handling as necessary to prevent scraping , marring or otherwise damaging products or surrounding surfaces . C . Handle products by methods to prevent bending or overstressing . D . Lift heavy components only at designated lifting points. ■ E . Materials and equipment shall at all times be handled in a safe manner and as recommended by manufacturer or supplier so that no damage will occur to ■ them . Do not drop , roll or skid products off delivery vehicles . Hand carry or use suitable materials handling equipment. ■ + + END OF SECTION + + r 0209-01610 - Transportation and Handling of Materials and Equipment.doc r 01610-2 FAEngineeringlCapital Projects\0209-4th Street Bridge Over Gooch Ditch\0209-4th Street Bridge Over Gooch 07-20.0650209-01610 - Transportation and Handling of Materials and Equipment.doc • r SECTION 01611 STORAGE OF MATERIAL AND EQUIPMENT • 1 . 1 GENERAL A . Store and protect materials and equipment in accordance with manufacturer's recommendations and requirements of Specifications . B . Make all arrangements and provisions necessary for the storage of materials and equipment . Place all excavated materials , construction equipment, and materials and equipment to be incorporated into the Work, so as not to injure any part of the Work or existing facilities , and so that free access can be had at all times to all parts of the Work and to all public utility installations in the vicinity of the Work. Keep materials and equipment neatly and compactly stored in locations that will cause a minimum of inconvenience to other contractors , public travel , adjoining owners , tenants and occupants . Arrange storage in a ■ manner to provide easy access for inspection . C . Areas available on the construction site for storage of material and equipment shall be as shown or approved by the ENGINEER . D . Store materials and equipment which are to become the property of the OWNER to facilitate their inspection and insure preservation of the quality and fitness of the Work, including proper protection against damage by extreme temperatures and moisture . ■ E . Do not use lawns , grass plots or other private property for storage purposes without written permission of the OWNER or other person in possession or ■ control of such premises . F . CONTRACTOR shall be fully responsible for loss or damage to stored materials and equipment. G . Do not open manufacturers containers until time of installation unless recommended by the manufacturer or otherwise specified . H . When appropriate store materials on wood blocking so there is no contact with the ground . • + + END OF SECTION + + 01611 -1 01611 —Storage of Material F9Engineering\Capital Projects\0209-4th Street Bridge Over Coach Ddch\0209-4th Street Bridge Over Cooch 07-20-06\0209-01611 - a Storage of Matedals.doc I r r ' 1 . 4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES r' A. After receiving approval by the ENGINEER, distribute copies of the approved initial schedule and all reviewed revisions (updated) to : 1 . Job site file . 2 . Subcontractors. 3 . Other concerned parties . 4 . OWNER (two copies) . 5 . ENGINEER B . In the cover letter, instruct recipients to report promptly to the CONTRACTOR , in writing , any problems anticipated by the projections shown in the schedules . + + END OF SECTION + + r' s' sl r' r rl s 01310-2 01310 Construction Schedule R: Engineering%Capital Projects10209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-06\0209-01310 - Construction Schedule.doc I / / / / 1 1 / 1 1 , ■ 1 ■ SECTION 01630 SUBSTITUTIONS 1 . 1 GENERAL A. Requests for review of a substitution shall conform to the requirements of Article 6 . 05 , "Substitutes and Or-Equals , " of the General Conditions , and shall contain complete data substantiating compliance of the proposed substitution with the Contract Documents . • 1 . 2 CONTRACTOR 'S OPTIONS • A . For materials or equipment ( hereinafter products) specified only by reference standard , select product meeting that standard by any manufacturer, fabricator, supplier or distributor (hereinafter manufacturer) . To the maximum extent possible , provide products of the same generic kind from a single source . B . For products specified by naming several products or manufacturers , select any one of the products or manufacturers named which complies with Specifications . C . For products specified by naming one or more products or manufacturers and stating "or equivalent, " submit a request for a substitution for any product or manufacturer which is not specifically named . D . For products specified by naming only one product or manufacturer and followed by words indicating that no substitution is permitted , there is no option and no substitution will be allowed . ■ E . Where more than one choice is available as a CONTRACTOR' option , select product which is compatible with other products already selected or specified . • 1 . 3 SUBSTITUTIONS A. During a period of 15 days after date of commencement of Contract Time , ENGINEER will consider written requests from CONTRACTOR for substitution of products or manufacturers, and construction methods (if specified) . 1 . After end of specified period , requests will be considered only in case of unavailability of product or other conditions beyond control of CONTRACTOR . ■ B . Submit 5 copies of Request for Substitution . Submit a separate request for each substitution . In addition to requirements set forth in Article 6 . 7 of General -Condi- tions , include in the request the following : 1 . For products or manufacturers: a . Product identification , including manufacturer's name and address . • 01630-1 01630 Substitutions FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209-01630 - ■ Substitutions.doc W b . Manufacturer's literature with product description , performance and test data , and reference standards. w c . Samples , if appropriate . d . Name and address of similar projects on which product was used , and date of installation . 2 . For construction methods (if specified) : a . Detailed description of proposed method . b . Drawings illustrating method . 3 . Such other data as the ENGINEER may require to establish that the proposed substitution is equal to the product, manufacturer or method specified . W ' C . In making Request for Substitution , CONTRACTOR represents that: 1 . CONTRACTOR has investigated proposed substitution , and deter- mined that it is equal to or superior in all respects to the product, manufacturer or method specified . 2 . CONTRACTOR will provide the same or better guarantees or warranties for proposed substitution as for product, manufacturer, or method specified . w 3 . CONTRACTOR waives all claims for additional costs or extension of time related to a proposed substitution that subsequently may become apparent. w D . A proposed substitution will not be accepted if: 1 . Acceptance will require changes in the design concept or a substantial revision of the Contract Documents . 2 . It will delay completion of the Work , or the work of other contractors . 3 . It is indicated or implied on a Shop Drawing and is not accompanied by w a formal Request for Substitution from CONTRACTOR . E . If the ENGINEER determines that a proposed substitute is not equal to that specified , furnish the product, manufacturer, or method specified at no additional cost to OWNER . F . Approval of a substitution will not relieve CONTRACTOR from the requirement for submission of Shop Drawings as set forth in the Contract Documents . G . The procedure for review by Engineer will include the following : 1 . Requests for review of substitute items of material and equipment will not be accepted by Engineer from anyone other than CONTRACTOR . 2 . Upon receipt of an application for review of a substitution , Engineer will determine whether the review will be more extensive than a normal shop drawing review for the specified item . 01630-2 01630 Substitutions FAEngineeringZapital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209-01630 - ■ Substitutions. doc ■ .. SECTION 01340 SUBMITTAL OF SHOP DRAWINGS , PRODUCT DATA, AND SAMPLES 1 . 1 SCOPE A. Submit shop drawings , product data and samples as required by or inferred by the Drawings and Specifications . Submittals shall conform to the requirements of Section 6.17 of the General Conditions , Section 01330 , and as described in this Section. 1 .2 SHOP DRAWINGS A. Shop drawings are original drawings , prepared by the CONTRACTOR, a subcontractor, supplier, or distributor, which illustrate some portion of the work; showing fabrication , layout, setting , or erection details . Shop drawings are further defined in Section 01330 . B . Shop drawings shall be prepared by a qualified detailer and shall be identified by reference to sheet and detail numbers on the Contract Drawings. 1 . 3 PRODUCT DATA A. Product data are manufacturer's standard schematic drawings and manufacturer's catalog sheets , brochures, diagrams , schedules , performance charts , illustrations , and other standard descriptive data. Product data are further defined in Section 01330 . �! B . Modify standard drawings to delete information which is not applicable to the project and supplement them to provide additional information applicable to the project. C . Clearly mark catalog sheets, brochures , etc. , to identify pertinent materials, products , or models . 1 . 4 SAMPLES .! Samples are physical examples to illustrate materials , equipment , or workmanship and to establish standards by which work is to be evaluated . Samples are further defined in Section 01330 . rl Last revised 7117/01 0209-01340 Submittal of Shop Drawings .doc 01340-1 rl F9EngineeringlCapital Projects\0209-4th Street Bridge Over Cooch Ditchk02O9-4th Street Bridge Over Cooch 07-20-0610209-01340 Submittal of Shop Drawings.doc 0i Ii I I I I I I I I I a I m 5 0 a a a w 3 . If the substitution will not require a more extensive review, Engineer will proceed with the review without additional cost to CONTRACTOR . 4 . If the substitution requires a more extensive review, Engineer will proceed with the review only after CONTRACTOR has agreed to reimburse Owner for the review cost. 5 . Engineer may require CONTRACTOR to furnish at CONTRACTOR' s expense additional data about the proposed substitute . H . Any redesign of structural members shall be performed by , and the plans signed and sealed by, a Professional Engineer registered in the State of Florida . The redesign shall be at the CONTRACTOR' s expense . Any redesign will require an extensive review by the Engineer. The CONTRACTOR must agree to reimburse the Owner for the review cost prior to the Owner's Engineer proceeding with the design review. The ENGINEER's hourly rate for review is $ 125 per hour. The ENGINEER' s estimated cost of review shall be provided to the CONTRACTOR prior to proceeding with the review to allow the CONTRACTOR the opportunity to rescind the request. I . Engineer will be allowed a reasonable time within which to evaluate each proposed substitution . Engineer will be the sole judge of acceptability and shall have the right to deny use of any proposed substitution . The CONTRACTOR shall not order, install , or utilize any substitution without either an executed Change Order or Engineer's notation on the reviewed shop drawing . Owner may require CONTRACTOR to furnish at CONTRACTOR's expense a special manufacturer' s performance guarantee(s) or other surety with respect to any substitute and an indemnification by the CONTRACTOR . ENGINEER will record time required by Engineer and Engineer's consultants in evaluating substitutions proposed by CONTRACTOR and in making changes in the Contract Documents occasioned thereby. Whether or not a proposed substitute is sued , CONTRACTOR shall reimburse Owner for the charges of Engineer and Engineer's consultants for evaluating each proposed substitute . J . Substitute materials or equipment may be proposed for acceptance in accordance with this Section . In the event that substitute materials or equipment are used and are less costly than the originally specified material or equipment, than the net difference in cost shall benefit the Owner and CONTRACTOR in ■' equal proportions. This cost difference shall not be reduced by any failure of the CONTRACTOR to base his bid on the named materials or equipment. + + END OF SECTION + + .I 01630-3 01630 Substitutions ■ F:\Engineering\Capital Projects10209-4th Street Bridge Over Cooch D@ch10209-4th Street Bridge Over Cooch 07-20-06\0209-01630 - Substitutions.doc • SECTION 01710 SITE CLEANUP AND RESTORATION 1 . 1 SCOPE Furnish all labor, equipment, appliances , and materials required or necessary to clean up and restore the site after the construction is completed . ■ 1 . 2 REQUIREMENTS A. During the progress of the project, keep the work and the adjacent areas • affected thereby in a neat and orderly condition . Remove all rubbish , surplus materials , and unused construction equipment. Repair all damage so that the public and property owners will be inconvenienced as • little as possible. B . Provide onsite containers for the collection of waste materials , debris , and rubbish and empty such containers in a legal manner when they become full . ' C . Where material or debris has been deposited in watercourses , ditches , gutters , drains , or catch -basins as a result of the CONTRACTOR'S operations , such material or debris shall be entirely removed and satisfactorily disposed of during the progress of the work , and the ditches , channels , drains , etc. , shall be kept clean and open at all times. • D . Before the completion of the project , unless otherwise especially directed or permitted in writing : 1 . Tear down and remove all temporary buildings and structures ; 2 . Remove all temporary works , tools , and machinery, or other construction equipment furnished ; • 3 . Remove all rubbish from any grounds occupied ; and 4 . Leave the roads , all parts of the premises , and adjacent property affected by construction operations , in a neat and satisfactory • condition . E . Restore or replace any public or private property damaged by construction work , equipment, or employees , to a condition at least equal to that existing immediately prior to the beginning of the operations . To this end , the CONTRACTOR shall restore all highway, roadside , and landscaping work within any right-of-way, platted or prescriptive. Acceptable materials , equipment , and methods shall be used for such restoration . ■ F . Thoroughly clean all materials and equipment installed and on completion of the work, deliver the facilities undamaged and in fresh and new- appearing condition . 01710 Site Cleanup 01710- 1 F9Engineering\Capdal Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-0610209-01710 - Site Cleanup.doc i 1 . 5 CONTRACTOR' S RESPONSIBILITIES FOR SUBMITTAL OF SHOP DRAWINGS , PRODUCT DATA AND SAMPLES i A. The CONTRACTOR's responsibilities for submittal of shop drawings , product data , and samples are set forth in paragraph 6 . 17 of the General Conditions and as further explained herein . B . Prior to submission , thoroughly check shop drawings , product data , and samples for completeness and for compliance with the Contract Documents , verify all dimensions and field conditions, and coordinate the shop drawings with the requirements for other related work . Also review each shop drawing before submitting it to the ENGINEER to determine that it is acceptable in terms of the means , methods , techniques , sequences and operations of construction , safety precautions and programs incidental thereto , all of which are the CONTRACTOR's responsibility. 1 . It is CONTRACTOR' S responsibility to review submittals made by his suppliers and Subcontractors before transmitting them to ENGINEER to assure proper coordination of the Work and to determine that each submittal is in accordance with its desires and that there is sufficient information about materials and equipment for ENGINEER to determine compliance with the Contract Documents . 2 . Incomplete or inadequate submittals will be returned for revision without review. C . The CONTRACTOR's responsibility for errors and omissions in submittals is not relieved by the ENGINEER's review of submittals . The CONTRACTOR shall approve the shop drawings based on his in-the-field measurements , prior to submittal to the ENGINEER for his review. D . Notify the ENGINEER, in writing at the time of submission , of deviations in submittals from the requirements of the Contract Documents . The CONTRACTOR's responsibility for deviations in submittals from the requirements of the Contract Documents is not relieved by the ENGINEER's review of submittals , unless the ENGINEER gives written acceptance of specific deviations . E . Begin no work, which requires submittals until return of submittals with the ENGINEER's stamp and initials or signature indicating the submittal has been reviewed . Last revised 7117/01 0209-01340 Submittal of Shop Drawings.doc 01340-2 FAEngineeringlCapilal Projects50209-4th Street Bridge Over Coach Ditch0209-4th Street Bridge Over Cooch 07-20-0610209-01340 Submittal of Shop Drawings.doc A 1 1 i 1 1 1 1 i , ■ I r ■ • . a • G . It is the intent of the Specifications to place the responsibility on the CONTRACTOR to restore to their original condition all items disturbed , destroyed , or damaged during construction . Particular attention will be placed on restoration of canals to equal or better condition than prior to construction . H . When finished surfaces require cleaning with cleaning materials , use only those cleaning materials which will not create hazards to health or property and which will not damage the surfaces . Use cleaning materials only on those surfaces recommended by the manufacturer. Follow the manufacturer's directions and recommendations at all times . I . Keep the amount of dust produced during construction activities to a minimum . At CONTRACTOR' s expense, spray water or other dust control agents over the areas , which are producing the dust . Schedule r construction operations so that dust and other contaminants will not fall on wet or newly coated surfaces . 1 . 3 SITE CLEANUP AND RESTORATION Prior to final completion , the OWNER , ENGINEER , INDIAN RIVER FARMS WATER CONTROL DISTRICT , and CONTRACTOR shall review the site with regards to site cleanup and restoration . Clean and/or restore all items determined to be unsatisfactory by the OWNER or ENGINEER , at no additional expense . + + END OF SECTION + + r' r r r r i r : r 01710 Site Cleanup 01710-2 r ' FAEngineeringlCapdal Projects102094th Street Bridge Over Cooch DdcM02094th Street Bridge Over Cooch 07-20-OW209-01710 - Site Cleanup.doc r ,. SECTION 01720 RECORD DOCUMENTS r 1 . 1 GENERAL A. Maintain and provide the ENGINEER with record documents as specified below, except where otherwise specified or modified in Divisions 2- 16 or the r Supplementary Conditions . B . Maintenance of Documents : r 1 . Maintain in CONTRACTOR's field office in clean , dry, legible condition complete sets of the following : Drawings, Specifications , Addenda , approved Shop Drawings , samples , photographs , Change Orders , other modifications of Contract Documents , test records , survey data , Field Orders , and all other documents pertinent to CONTRACTOR'S Work. 2 . Provide files and racks for proper storage and easy access . r 3 . Make documents available at all times for inspection by ENGINEER and OWNER . 4 . Do not use record documents for any other purpose and do not remove r them from the field office . C . Recording : 1 Label each document " PROJECT RECORD" in 2-inch high printed letters. 2 . Keep record documents current. r 3 . Do not permanently conceal any Work until required information has been recorded . r 1 .2 RECORD DRAWINGS During the entire construction operation , the CONTRACTOR shall maintain records of all deviations from the Drawings and Specifications and shall prepare therefrom " record " drawings showing correctly and accurately all changes and deviations from the work, made during construction to reflect the work as it was actually constructed . The following items are required to be shown on County project record drawings : 1 . Right-of-way Swale/Drainage — All culvert inverts ; inlet grate and bottom elevations ; swale beginning and end bottom elevations ; and highs and lows along top of bank. Size of Swale . 2 . Pipe Culvert/PVC Sleeves — All inverts , stations and offsets . 3 . Outfalls — All pipe inverts , weir box elevations , weir elevation , and sizes . 01720-1 01720 Record Documents F9Engineeringi Capital Projects\0209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-0610209-01720 - Record Documents.doc i i 1 . 6 SUBMITTAL REQUIREMENTS AND ENGINEER' S REVIEW FOR SHOP DRAWINGS , PRODUCT DATA AND SAMPLES i A . Submit to : Indian River County Engineering Division Michael D . Nixon , P . E . , Design Professional Engineer i 1840 25th Street Vero Beach , FL 32960 i B . A letter of transmittal shall accompany each submittal . If data for more than one Section of the Specifications is submitted , a separate transmittal letter shall accompany the data submitted for each Section . i C . At the beginning of each letter of transmittal, provide a reference heading indicating the following : 1 . OWNER'S Name 2 . Project Name 3 . Contract Number 4 . Transmittal Number 5 . Section Number r D . All submittals shall have a title block with complete identifying information satisfactory to the ENGINEER . The following is a sample Submittal Form that the CONTRACTOR may use: r [The remainder of this page has been left blank intentionally] r r Last revised 7117101 0209-01340 Submittal of Shop Drawings.doc 01340-3 F:1Eng1neering\Capital Projects10209-4th Street Bridge Over Gooch Ditchl0209-4th Street Bridge Over Cooch 07-20-06\0209-01340 Submittal of Shop Drawings.doc I a A A A I i I I a 9 a a 0 a 6 a w w 5 a a 1 5 a 9 a 1 5 a 1 0 0 a 5 a 0 a 4 . Roadway/Off Site Drainage — All inverts ; manhole top elevation : grate top elevations . 5 . Retention Ponds — Perimeter elevations , grade breaks , depths , and calculate pond area at control elevation and grade breaks above water surface . S . Roadway: a . Elevations of PVI at Profile Grade Line ( PGL) . b . Edge of pavement elevations at curb inlets . c. Survey Control : Install/re-establish new roadway alignment control points (Survey Baseline or controlling line and all points as indicated on the plans or control sheet) upon final roadway completion . Include all intersections and side streets . Latitude , departure and elevations for all control points . d . Either if shown on plans or not: Any Public Land Corner or Governmental Survey Control point(s) destroyed and/or disturbed during the scope of the project shall be properly re-established as per standards as set forth within Florida Statutes , Administrative code and Minimum Technical Standards for that type of survey. All said surveying mentioned above shall be performed under the direct supervision of a registered Professional Surveyor and Mapper in the state of Florida and certified accordingly . Said Governmental agency(s) shall be ' notified in writing of disturbance and re-establishments . e . Stations and offsets , all structures . r 1 . 3 AS-BUILTS A. CONTRACTOR shall submit marked up Record Drawings to the OWNER . ENGINEER will input As- Built information on Electronic Drawing files . B . OWNER shall deliver to CONTRACTOR seven (7) sets of As- Builts plotted from electronic files with the marked up Record Drawings . C . CONTRACTOR's surveyor shall review, sign and seal As-Builts or Record drawing (s) . Said drawing (s) shall clearly state , type of survey, positional ■ tolerances , adhere and be certified to by a registered Professional Surveyor and Mapper in the state of Florida , any standards set forth by Florida Statutes, Administrative code and Minimum Technical Standards ■ for As-Built/Record surveys CONTRACTOR shall return marked up Record Drawings and six (6) sets of signed and sealed As- Builts to OWNER . ■ 01720-2 01720 Record Documents 17:1EngineeringZapitai ProjeotsT209.4th Street Bridge Over Coach Ditch\0209-4th Street Bridge Over Coach 07-20-0610209-01720 - Record Documents.doc r r CONTRACTOR SUBMITTALS 4T" STREET / COOCH DITCH BRIDGE REPLACEMENT 11T11 STREET SW PAVING & DRAINAGE r SUBMITTAL NO . Contractor: Date Sent to County No . Copies Sent to County ❑ Original Submittal ❑ Re-Submittal ❑ Shop Drawing ❑ Cut Sheet ❑ Other r Description : Sub-Contractor: Remarks: + r Reviewing Agency: (As checked below) Date Received Date Returned No . Copies Ret' d r ❑ I R C Engineering Div. ❑ I R C Utilities Services Remarks: + IRC Engineering Division Date Rec'd from Contractor Michael Nixon , P . E. Date Ret'd to Contractor 184025 th Street No . Copies Ret'd r Vero Beach, Fl . 32960 r Remarks : Distribution of Copies : IRC Engineering Division ■ Office File Field Office File Last revised 7/17/01 0209-01340 Submittal of Shop Drawings.doc 01340-0 E:T=ngineering\Capital Projectsk02O9-4th Street Bridge Over Cooch Ditch102094th Street Bridge Over Cooch 07-20-0610209-01340 Submittal of Shop Drawings.doc r I A I 1 a r r r , , r D . All Record Drawings are subject to review and approval by County Surveyor. E . Payment for Record Drawings , Review of Electronic As-Builts and signing and sealing As-Builts shall be made under: 1 AA000RACY The CONTRACTOR will be held responsible for the accuracy and completeness of Record Drawings and Electronic As-Builts and shall bear any costs incurred in finding utilities as a result of incorrect data furnished by the CONTRACTOR . 1 . 5 SUBMITTAL Upon Substantial Completion of the Work, deliver Record Drawings to ENGINEER . Final payment will not be made until satisfactory record documents are received by ENGINEER . + + END OF SECTION + + r r r r 01720-3 01720 Record Documents F9.Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch07-20-06\0209-01720 - Record Documents.doc r r ■ a ■ ■ ■ r , ■ ■ ■ ■ ■ r s ■ a E . All submittals shall bear the stamp of approval and signature of CONTRACTOR as evidence that they have been reviewed by CONTRACTOR. Submittals without this stamp of approval will not be reviewed by the ENGINEER and will be returned to CONTRACTOR. F . Assign a number to each submittal starting with No . 1 and thence numbered consecutively. Identify resubmittals by the original submittal number followed by the suffix "A" for the first resubmittal , the suffix " B" for the second resubmittal , etc. G . Initially submit to ENGINEER a minimum of six (6) copies of all submittals that are on 11 -inch by 17-inch or smaller sheets (no less than 8 1 /2-inch x 11 -inch) , and one unfolded sepia and 2 prints made from that sepia for all submittals on sheets larger than 11 -inch by 17-inch . H . After ENGINEER completes his review, Shop Drawings will be marked with one of the following notations : * 1 . Approved 2 . Approved as Corrected 3 . Approved as Corrected - Resubmit 4 . Revise and Resubmit 5 . Not Approved I . If a submittal is acceptable , it will be marked "Approved " or "Approved as Corrected" . Three (3 ) prints or copies of the submittal will be returned to CONTRACTOR . J . Upon return of a submittal marked "Approved" or "Approved as Corrected" , CONTRACTOR may order, ship or fabricate the materials included on the submittal , provided it is in accordance with the corrections indicated . K. If a Shop Drawing marked "Approved as Corrected" has extensive corrections or corrections affecting other drawings or Work, ENGINEER may require that CONTRACTOR make the corrections indicated thereon and resubmit the Shop Drawings for record purposes . Such drawings will have the notation , "Approved as Corrected - Resubmit. " L. If a submittal is unacceptable , three (3) copies will be returned to CONTRACTOR with one of the following notations : 1 . 'Revise and Resubmit' 2 . "Not Approved" Last revised 7117/01 0209-01340 Submittal of Shop Drawings .doc 01340-5 ■ F:IEngineering\Capital Projects\0209.4th Sheet Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209-01340 Submittal of Shop Drawings.doc I # r I A TECHNICAL PROVISIONS SECTION - 1 W STANDARD SPECIFICATIONS W All work of this Contract shall conform to the applicable technical specifications of Florida Department of Transportation Standard Specifications for Road and Bridge Construction , 2004 , Special Provisions and addenda thereto , except as modified and supplemented r hereinafter. Reference to Article numbers herein-after apply to the FDOT Standard Specifications , and reference in FDOT Standard Specifications to Department shall be taken as the Owner or its appointed Representative. Wherever the Specifications, r Supplementals, etc . may refer to the "Owner", " Department", " State of Florida Department of Transportation" , or words relating to offices of State Government, such words shall be taken as meaning Owner or Indian River County, Florida. Wherever the r word " Owner's Engineer", "District Engineer" , "Engineer", "Project Engineer', etc. , pertaining to the 4th Street/Cooch Ditch Bridge, it shall be taken to mean the Registered Professional Project Engineer of the firm of Kimley-Mom and Associates , Inc. , as an r agent of Indian River County, Florida , acting directly or through duly authorized representatives . Wherever the word Resident Engineer appears, it shall be taken to mean an authorized representative of the Owner's Engineer on the Project (Resident Construction Inspector) who will act as an agent for Indian River County, assigned to observe the progress quantity and quality of the work. W SECTION - 4 SCOPE OF THE WORK r Section 4-3. 5 Value Engineering Incentive is deleted in its entirety. W SECTION - 101 MOBILIZATION Perform preparatory work and operations in mobilizing for beginning work on the project, including , but not limited to, those operations necessary for the movement of personnel, equipment , supplies , and incidentals to the project site and for the establishment of temporary offices , buildings , safety equipment and first aid supplies , and sanitary and other facilities . • Include the costs of bonds and any required insurance and any other preconstruction expense necessary of the start of the work, excluding the cost of construction materials . Payment shall be made under: r Item No. 101 -1 Lump Sum TECHNICIAL PROVISIONS TP- 1 FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over CoGoh 07-20-06\0209 Technical Provisions.rtf SECTION 102 ■ MAINTENANCE OF TRAFFIC • A. General : Work under this section consists of maintaining traffic within the limits of the project for the duration of construction in accordance with the U . S . Department of ■ Transportation's Manual On Uniform Traffic Control Devices (MUTCD) 2003 Edition , FDOT Index 600 Series and FDOT Standard Specification Section 102 . The purpose of the Traffic Control Plan, presented in the roadway construction plans , is to depict the concept of feasible construction sequencing and maintenance of traffic. The Contractor may submit to the Engineer an alternate plan for review and approval, one week prior to the preconstruction conference. The Traffic Control Plan indicates typical signing , marking and barricade locations and types . Additional details are found in the MUTCD, • FDOT Index (600 Series) and Standard Specifications . The Contractor shall install only new TCP signs and shall be Engineer quality. B. Quantities: The Contractor is hereby notified that the Engineer's estimate of quantities , which appears on the summary of quantities sheet, is provided only for the Contractors information . The Contractor is to determine the actual quantities and items to be used ■ for maintenance of traffic. C . Off-duty police or sheriff deputies shall be used during various maintenance of traffic operations including: signalization adjustments and installations and lane closures of ■ duration greater than 10 minutes . D . Compensation : All compensation for maintenance of traffic other than barricades (Type ■ 11 ), Barricades (Type Ill) , Off-Duty Police or Sheriff Deputy , Concrete Barrier (Temporary) and variable message sign , shall be lump sum . This shall include all items and services necessary for the safe maintenance of traffic within the project limits. This shall include, but not be limited to, flaggers, construction and advisory signing , detours, ■ temporary retaining systems , embankment, base material, asphaltic concrete, striping , maintenance of pavement, asphaltic concrete curb, stormwater removal , temporary drainage structures and pipe , pumps, commercial material for driveway maintenance, • flashing arrow boards , high intensity flashing lights , removable and temporary pavement markings , and temporary reflective pavement markers, temporary pavement, for maintenance of traffic. E. Non-Compliance: Should the Owner or Engineer determine that traffic within the project is not being maintained in accordance with the approved traffic control plan or presents a ■ public safety concern, the contractor shall have until the end of the working day, in which notification is given , to take action to modify the maintenance of traffic. Should the contractor fail to make such modification the Owner shall have the option to fine the Contractor $400 per day until remedied . ■ F . Contractor's Maintenance of Traffic Plan shall only allow for a one time 45 day maximum closure of 4t" Street. Should the Contractor fail to reopen 4t' Street within the 45 day ■ maximum closure allowance, Owner shall have option to fine the Contractor $1 , 000 . 00 per day until 4`" Street is reopened to traffic. G . Payment shall be made under: ■ Item No. 102-1 — Maintenance of Traffic — Lump Sum Item No . 102-74- 1 — Barricade (Temporary Type 11 ) — Each Day Item No. 102-74-2 — Barricade (Temporary Type 111) — Each Day Item No. 102-99 — Changeable — Variable Message Sign (Temporary) — Each Day TECHNICIAL PROVISIONS ■ TP- 2 FA\Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Strect Bridge Over Cooch 07-20-06\0209 Technical ■ Provisions.rtf ,. M . Upon return of a submittal marked "Revise and Resubmit" , make the corrections indicated and repeat the initial approval procedure . The "Not Approved" notation is used to indicate material or equipment that is not .. acceptable . Upon return of a submittal so marked , repeat the initial approval procedure utilizing acceptable material or equipment. N . Any related Work performed or equipment installed without an "Approved " or "Approved as Corrected " Shop Drawing will be at the sole responsibility of the CONTRACTOR . r 0 . Submit Shop Drawings well in advance of the need for the material or equipment for construction and with ample allowance for the time required to make delivery of material or equipment after data covering such is approved . CONTRACTOR shall assume the risk for all materials or equipment which is fabricated or delivered prior to the approval of Shop Drawings . Materials or equipment will not be included in periodic progress payments until approval thereof has been obtained in the specified manner. i P . ENGINEER will review and process all submittals promptly , but a reasonable time should be allowed for this , for the Shop Drawings being revised and resubmitted , and for time required to return the approved Shop Drawings to CONTRACTOR . Q . Furnish required submittals with complete information and accuracy in order to achieve required approval of an item within three submittals . All costs to ENGINEER involved with subsequent submittals of Shop Drawings , Samples or other items requiring approval , will be back-charged to CONTRACTOR in accordance with the General Conditions and the Supplementary Conditions . If the CONTRACTOR requests a substitution for a previously approved item , all of ENGINEER'S costs in the reviewing and approval of the substitution will be back-charged to CONTRACTOR unless the need for such substitution is beyond the control of CONTRACTOR . R. Close Out Submittals : Refer to Section 1810 for specific general requirements on the submittal of closeout information , materials , tools, and similar items . • + + END OF SECTION + + r Last revised 7/17/01 0209-01340 Submittal of Shop Drawings.doc r 01340-6 F:%Engineering\Capital Projects102094th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-06\0209-01340 Submittal of Shop Dravnngs.doc 1 / 1 / 1 1 1 / / � � ■ ■ • SECTION 104 EROSION CONTROL AND TREATMENT OF DEWATERING WATER AND STORMWATER FROM THE CONSTRUCTION SITE PART 1 — GENERAL 1 . 1 SCOPE A. This Section covers erosion control and the treatment of dewatering water and stormwater runoff from the construction site and work area. The pollution control measures shall prevent turbid or otherwise polluted waters from being discharged from the construction site or work area , to undeveloped portions of the site or off-site . B . The OWNER considers pollution from dewatering water and stormwater runoff from a construction site or work area to be a very serious offense . The CONTRACTOR is solely responsible for preventing pollution caused do by dewatering water and stormwater runoff from the construction site or work area . " C . The pollution control measures specified herein represent minimum standards to be adhered to by the CONTRACTOR throughout the Project' s construction . The OWNER reserves the right to require the CONTRACTOR to employ additional pollution control measures , when in the sole opinion of the OWNER, they are warranted . If site specific conditions require additional erosion and stormwater pollution control measures during any phase of construction or operation to prevent erosion or to control sediment or other pollution , beyond those specified in the Drawings or herein , implement additional best management practices as necessary , in accordance with Chapter 4 , "Best Management Practices for Erosion and Sedimentation Control" of the Florida Erosion and .. Sediment Control Inspector's Manual , included herein in Appendix " B" . D . The OWNER may terminate this Contract if the CONTRACTOR fails to comply with this Section . Alternatively, the OWNER may halt the CONTRACTOR's operations until the CONTRACTOR is in full compliance with this Section . If the OWNER halts the CONTRACTOR's work as a result of its failure to comply with this Section , the Construction Contract time clock will continue to run . E . In addition to these Specifications , comply with Chapter 4, "Best Management Practices for Erosion and Sedimentation Control" of the Florida Erosion and Sediment Control Inspector's Manual, included herein .. in Appendix " B . " If there is a conflict between the referenced Chapter 4 and these Specifications , the more stringent requirement shall prevail . TECIRQICIAL PROVISIONS TP- 3 r RTrigineering\Capital Projects\0209.4th Street Bridge Over Gooch Ditch\0209-0th Street Bridge Over Cooch 07-20-06\0209 Technical PmIricinnC Mf 1 .2 SOME PERMITS TO BE OBTAINED BY THE CONTRACTOR • A. The OWNER has obtained certain permits for this project and they are listed in paragraph SC-6 . 08 of the Supplementary Conditions. Per paragraph SC-6 . 08 . 1 of the Supplementary Conditions , the CONTRACTOR shall apply for, obtain , and pay for all other required permits and licenses . This may include but not be limited to : 1 . Long-term or short-term dewatering permit as required by the St. Johns River Water Management District (SJRWMD) . Contact SJRWMD at (321 ) 984-4940 to determine which permit is required and the associated statutory requirements; and 2 . The State of Florida Generic Permit for Stormwater Discharge From Large and Small Construction Activities . Contact the Florida Department of Environmental Protection (FDEP) at (866) 336-6312 (toll free) or (850) 245-7522 or www. dep . state .fl . us/water/stormwaterinpdes/ i B . Provide copies of all permits to the OWNER and ENGINEER and comply with all conditions contained in all permits at no extra cost to the OWNER. If there is a conflict between any permit requirement and these Specifications , the more stringent specification or requirement shall govern . " 1 . 3 GENERAL A. Do not begin any other construction work until the pollution control and treatment system has been constructed in accordance with approved plans and approved for use by the OWNER and applicable permitting authorities . . B . From time to time, the OWNER or ENGINEER will inspect the pollution control and treatment system and may take effluent samples for analysis by a testing laboratory selected and paid for by the OWNER . If at any time , the OWNER or ENGINEER determines that the pollution control and " treatment system is not in compliance with the approved system , the OWNER or ENGINEER will shut the portion of the project down that is not in compliance, and it shall remain shut-down until the pollution control and treatment system is properly constructed or repaired , and complies with the approved pollution control and treatment system plans and specifications . C . Schedule construction to minimize erosion and stormwater runoff from the construction site . Implement erosion control measures on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased , but in no case more than 7 days after the construction activity in that portion of the site has temporarily or permanently ceased . TECHNICIAL PROVISIONS TP- 4 FAEngineering\Capital Projer:M0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Ceoch 07-20-06\0209 Technical Prmrimnnc rtf - + + SECTION 01520 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1 . 1 SCOPE A. Provide all construction equipment and facilities and temporary controls +. required to satisfactorily complete the work represented on the Drawings and described in the Specifications . 1 . 2 RESPONSIBILITY A. All construction facilities and temporary controls remain the property of the Contractor establishing them and shall be maintained in a safe and useful condition until removed from the construction site . B . All false work, scaffolding , ladders , hoistways , braces , pumps , roadways , sheeting , forms , barricades , drains , flumes , and the like , any of which may be needed in construction of any part of the work and which are not herein described or specified in detail , must be furnished , maintained and removed by the CONTRACTOR , who is responsible for the safety and efficiency of such work and for any damage that may result from their failure or from their improper construction , maintenance or operation . C . In accepting the Contract, the CONTRACTOR assumes full responsibility for the sufficiency and safety of all hoists , cranes , temporary structures or work and for any damage which may result from their failure or their improper construction , maintenance or operation and will indemnify and save harmless the OWNER and ENGINEER from all claims , suits or actions and damages or costs of every description arising by reason of failure to comply with the above provision . 1 . 3 TEMPORARY UTILITIES AND SERVICES A. TEMPORARY WATER 1 . Provide a temporary water service as required for all construction purposes and pay for all water used . 2 . Furnish potable drinking water in suitable dispensers and with cups for use of all employees at the job . 3 . Provide all temporary piping , hoses , etc. , required to transport water to the point of usage by all trades . 4 . When temporary water service is no longer required , remove all • temporary water lines. • 0209-0152D - Construction Facilities.doc 01520-1 F:1Enginee6ng%Capfta1 Projects\D209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-0610209-01520 - Constmction Facilities.doc r f • D . Inspect each pollution control system at least once per day. Clean and • maintain each pollution control system as required by its manufacturer or the OWNER, until the system is no longer needed . If a water quality violation occurs , immediately cease all work contributing to the water quality violation and correct the problem . E. Discharge shall not violate State or local water quality standards in the • receiving waters , nor cause injury to the public health or to public or private property, nor to the Work completed or in progress . The receiving point for water from construction operations shall be approved by the • applicable regulatory agency and the ENGINEER. F . Promptly repair all damage at no cost to the OWNER. 1 . 4 SUBMITTALS • A. Shop Drawings : Submit shop drawings of the proposed pollution control and treatment systems in accordance with Article 6 . 17 of the General Conditions . B . Stormwater Pollution Prevention Plan . • 1 . 5 STATE CERTIFIED EROSION CONTROL SPECIALTY SUBCONTRACTOR IS REQUIRED FOR DESIGN , INSTALLATION , AND MAINTENANCE A. Site-specific design of the erosion and stormwater pollution control system , and installation and maintenance of all erosion and stormwater pollution control devices , shall be by a State certified erosion control specialty subcontractor who specializes in the design , installation , and maintenance of such devices . _ After installation , this subcontractor shall maintain the erosion and stormwater pollution control devices until the devices are no longer necessary. ( Note: The CONTRACTOR may install and maintain the erosion and stormwater pollution control system under • the direction of the State certified erosion control specialty subcontractor. ) Before beginning construction , submit to the ENGINEER for review, a Stormwater Pollution Prevention Plan , prepared by the State certified • erosion control subcontractor. Construction shall not begin until the Stormwater Pollution Prevention Plan has been submitted to the ENGINEER . The CONTRACTOR shall complete the certification provided • at the end of this Section and it shall be a part of the Stormwater Pollution Prevention Plan . 1 . 6 " POLLUTION' AND CERTAIN UNCONTESTABLE POLLUTION EVENTS DEFINED • A. Except as may be defined otherwise in paragraphs 1 . 63 , 1 . 6 . C , and 1 . 6 . D1 "pollution " is the presence in off-site waters of any substances, contaminants , or manmade or human-induced impairment of waters or +� alteration of the chemical , physical , biological, or radiological integrity of TECHNICIAL PROVISIONS TP - 5 • FAEngineering\Capital Projects\02D94th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical Provisionsof water in quantities or at levels which are or may be potentially harmful or injurious to human health or welfare, animal or plant life , or property. Pollutants to be removed include but are not limited to , sediment and suspended solids , solid and sanitary wastes , phosphorus, nitrogen , pesticides , oil and grease, concrete truck washout, construction chemicals , and construction debris . B . When the Discharge is Directly Into an Existing Water Body, Pollution Occurs When . . . An existing water body (including ditches and canals) is defined to be polluted by the CONTRACTOR' s operations when at any time, the turbidity of the water immediately downstream of the CONTRACTOR' s discharge point(s) is 29 nephelometric turbidity units (NTUs) higher than the turbidity of the background water upstream of the discharge point(s) . [See Fla . Administrative Code 62-302 . 530] The ENGINEER or OWNER shall determine the locations where the turbidity is measured . C . When the Discharge is not Directly Into an Existing Water Body, Pollution Occurs When . . . In some instances , dewatering water or stormwater runoff from the construction site or work area may reach a water body indirectly, such as after traveling through pipes or by overland flow . Before construction commences , the OWNER or ENGINEER will measure background levels of total suspended solids (TSS) and turbidity , in the immediate vicinity of the discharge water's ultimate discharge point into the receiving water body. If the discharge water's TSS and turbidity measurements exceed these pre-construction background values by 29 NTUs for turbidity, then the discharge from the CONTRACTOR's operations is defined to be polluted . ` D . Pollution Always Occurs When . . . The discharge is defined to be polluted whenever any of the following is present in the discharge water: ., ( 1 ) Hazardous waste or hazardous materials in any quantity , (2) Any petroleum product or by-product in any quantity, (3) Any chemical in any quantity, or (4) Concentrated pollutants . E . Above paragraphs 1 . 6. 6, 1 .6 . C , and 1 .6 . D do not in any way , limit the types of conditions in which pollution may be determined to occur. 1 . 7 PENALTIES FOR NONCOMPLIANCE WITH THIS SECTION A. In addition to the OWNER's other remedies listed herein , if the CONTRACTOR fails to comply with this Section and erosion or pollution is caused by dewatering water or stormwater runoff from the construction site, the OWNER will report the violations to the Indian River County Code Enforcement Board , SJRWMD , Indian River Farms Water Control District (or other F . S . Chapter 298 Drainage District, as appropriate) , and other ` pertinent regulatory or enforcement agencies . TECHNICIAL PROVISIONS TP- 6 R\Engineering\Capital Projects\0209-4th Street Bridge Ova Coach Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical ProvisionsAf SECTION 01520 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ■' B . TEMPORARY SANITARY FACILITIES 1 . Provide temporary toilet facilities separate from the job office . Maintain these during the entire period of construction under this Contract for the use of all construction personnel on the job. Provide enough chemical toilets to conveniently serve the needs of all personnel . Properly seclude toilet facilities from public observation . 2 . Chemical toilets and their maintenance shall meet the requirements _ of State and local health regulations and ordinances . Immediately correct any facilities or maintenance methods failing to meet these requirements . Upon completion of work, remove the facilities from a. the premises . 1 .4 SECURITY r. Full time watchmen will not be specifically required as a part of the Contract, but the CONTRACTOR shall provide inspection of work area daily and shall take whatever measures are necessary to protect the safety of the public, workmen , and materials, and provide for the security of the site, both day and night. 1 . 5 TEMPORARY CONTROLS Take all necessary precautions to control dust and mud associated with the work .. of this Contract. In dry weather, spray dusty areas daily with water in order to control dust . Take necessary steps to prevent the tracking of mud onto adjacent streets and highways . 1 . 6 REMOVAL OF TEMPORARY CONSTRUCTION FACILITIES Remove the various temporary facilities , services , and controls and legally dispose of them as soon as the work is complete. The areas of the site used for temporary facilities shall be properly reconditioned and restored to a condition acceptable to the OWNER . + + END OF SECTION + + r 0209-01520 - Construction Facilities.doc 01520-2 F:\EngineeringlCapital Projects10209-4th Street Bridge Over Cooch Ditch10209.4th Street Bridge Over Conch 07-20-0610209-01520 - r Construction Facilities.doc I r I r , , r ! , . . . a F 5 w 1 PART 2 MATERIALS AND INSTALLATION _ 2 . 1 GENERAL A. Staked Silt Fences : 1 . General : Use silt fences to control runoff from the construction site where the soil has been disturbed . 2 . Installation : Install per the manufacture's recommendations and as specified herein . in general , install the silt fence in a manner that allows it to stop the water long enough for the sediment to settle while the water passes through the silt fence fabric. All supporting posts shall be on the down-slope side of the fencing . Place the bottom of the fabric 6-inches minimum , under compacted soil to prevent the flow of sediment underneath the fence . Otherwise, install in accordance with FDOT Index No . 102 . 3 . Removal: Contractor is responsible for removal of silt screens . 4 . Product: All material shall be new and unused . Use FDOT Type IV silt fences where large sediment loads are anticipated , where slopes are 1 :2 (vertical: horizontal) or steeper, or as directed by the ENGINEER; otherwise use FDOT Type III silt fence . ,,. (a) For FDOT Type III Silt Fence - ACF Environmental , Catalog No . 360800000 , Florida DOT Silt Fence. U .S . Sieve = 30 , tensile strength = 120 pounds . The heavy-duty filter fabric >. shall be pre-attached to 48-inch long stakes on 6-foot centers . ( 1 -800-448-3636) . (b) For FDOT Type IV Silt Fence , modify the above Catalog No. �. 360800000 to comply with FDOT Index No. 102 . (c) Or equivalent. ,. B . Turbidity Barriers : 1 . General : Use turbidity barriers to control sediment contamination of rivers , lakes , ponds , canals , etc. ., 2. Installation : Install per the manufacturer's recommendations and per FDOT Index No . 103 unless directed otherwise by the ENGINEER . .. 3 . Removal : Contractor is responsible for disposal of turbidity barriers. 4. Product: All material shall be new and unused . The turbidity barrier shall be a pervious barrier and the fabric color shall be yellow. a . Parker Systems , Inc. ( 1 -866-472-7537) , model Type I . b . Or equivalent. C . Sedimentation Control From Dewatering or Pumping Operations Using Filter Bags : 1 . Remove silt, sediment, and other particles from dewatering or 9W pumping applications using a filter bag . The bag shall be manufactured using a polypropylene non-woven geotextile and sewn by a double-needle machine , using a high strength nylon thread . The bag shall have a fill spout large enough to accommodate a 4-inch pump discharge hose . Straps shall be attached to the bag to secure the hose and prevent pumped water from escaping without being filtered . TECE IICIAL PROVISIONS TP- 7 +� FAEngineering\Capital Projects\0209-4th Shut Bridge Over Cooch Ditch\0209-4th Street Bridge over Cooch 07-20-06\0209 Technical Pmvisinns rtf 2 . Installation : Install in accordance with the manufacturer' s specifications . Use as many filter bags as required , at no additional cost to the OWNER. Dispose of the bags offsite , at no cost to the OWNER . If the bags are placed on aggregate to facilitate filtration efficiency , do not use limerock aggregate . 3 . Product: The filter bag shall be supplied with lifting straps . a . " DIRTBAG 53 or 55 as applicable," supplied by ACF Environmental , Inc. ( 1 -800-448-3636) . b . "DANDY DEWATERING BAG" supplied by Dandy Products , Inc. (1 -800-591 -2284) . C. Or equivalent. D . Curb Inlet Protection : 1 . Filter stormwater before it enters curb inlets . 2. Installation : Install in accordance with the manufacturer' s specifications . Use as many of the specified filtration devices as required , at no additional cost to the OWNER . • 3 . Removal : The filtration devices shall become the property of the OWNER upon completion of the project. When they are no longer needed , carefully remove and clean the filtration devices and ` contact Indian River County Road and Bridge Division (772-5085) , which will provide a truck to pick them up . Load the filtration devices onto the County truck. ` 4 . Product: All materials shall be new and unused . The length of the curb inlet filtration device shall be at least 2-feet longer than the curb inlet opening . ` a . "GUTTERBUDDY, " supplied by ACF Environmental, Inc. ( 1 - 800- 448-3636) . _ b . Or equivalent. E . Catch Basin Protection : 1 . Filter stormwater before it enters catch basins (drop inlets) . The ` "sack" shall be manufactured from woven polypropylene geotextile and sewn by a double-needle machine, using a high strength nylon thread . The sack shall be manufactured to fit the opening of the catch basin or drop inlet and it shall have the following features : two dump straps attached at the bottom to facilitate emptying ; lifting loops as an integral part of the system to be used to lift the sack from the basin ; and a yellow restraint chord . approximately halfway up the sack to keep the sides away from the catch basin walls. The .. yellow restraint chord shall also serve as a visual means of indicating when the sack should be emptied . 2 . Installation : Install in each catch basin in accordance with the manufacturer's specifications . Use as many of the specified filtration devices as required , at no additional cost to the OWNER . 3 . Removal : The Contractor will be responsible for removal of all filtration devices . r TECEMCIAL PROVISIONS TP- 8 FA\Engineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Ccoch 07-20-06\0209 Technical Provisions.rtf r SECTION 01541 PROTECTION OF THE WORK AND PROPERTY .. 1 . 1 GENERAL A. CONTRACTOR shall be responsible for taking all precautions , providing all r programs , and taking all actions necessary to protect the Work and all public and private property and facilities from damage as specified in the General Conditions and herein . r B . In order to prevent damage, injury or loss , CONTRACTOR'S actions shall include , but not be limited to , the following : 1 . Store apparatus , materials , supplies , and equipment in an orderly, safe manner that will not unduly interfere with the progress of the Work or the Work of any other Contractor or utility service company. 2 . Provide suitable storage facilities for all materials , which are subject to injury by exposure to weather, theft, breakage , or otherwise . 3 . Place upon the Work or any part thereof, only such loads as are consistent with the safety of that portion of the Work. 4 . Clean up frequently all refuse, rubbish , scrap materials , and debris caused _ by construction operations , so that at all times, the site of the Work presents a safe , orderly, and workmanlike appearance . 5 . Provide barricades and guard rails around openings , for scaffolding , for temporary stairs and ramps, around excavations , elevated walkways and other hazardous areas . C . Except after written consent from proper parties , do not enter or occupy privately-owned land with men , tools , materials or equipment, except on easements provided herein . D . Assume full responsibility for the preservation of all public and private property or facility on or adjacent to the site . If any direct or indirect damage is done by or on account of any act, omission , neglect or misconduct in the execution of the Work by the CONTRACTOR, it shall be restored by the CONTRACTOR, at its expense , to a condition equal to or better than that existing before the damage was done . 1 . 2 BARRICADES AND WARNING SIGNALS • Where Work is performed on or adjacent to any roadway, right-of-way, or public place , provide barricades , fences , lights , warning signs , danger signals , and watchmen , and take other precautionary measures for the protection of persons or properly and of the Work. Paint bar, icades so they are visible at night. From sunset to sunrise , furnish and maintain at least one light at each barricade. Erect sufficient barricades to keep vehicles from being driven on or into Work under construction . Furnish watchmen in sufficient numbers to protect the Work. CONTRACTOR's responsibility for the maintenance of barricades , signs, lights , and for providing watchmen shall continue until OWNER accepts the Project. r 0209-01541 - Protection of Property.doc 01541 -1 FAEngineeringlCapital Projects10209-4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-2D-05\0209-01541 - Protection of Property.doc ri 1 i ! 1 1 1 1 i � ■ ■ ■ ■ • ■ • B . Maintenance of Documents : ., 1 . Maintain in CONTRACTOR's field office in clean , dry, legible condition complete sets of the following : Drawings , Specifications , Addenda, approved Shop Draw- ings , samples , photographs , Change Orders , other modifications of Contract Documents, test records, survey data, Field Orders , and all other documents pertinent to CONTRACTOR' S Work. 2 . Provide files and racks for proper storage and easy access . • 3 . Make documents available at all times for inspection by ENGINEER and OWNER . 4 . Do not use record documents for any other purpose and do not remove them from • the field office. C . Recording : 1 . Label each document " PROJECT RECORD" in 2-inch high printed letters. " 2 . Keep record documents current. 3 . Do not permanently conceal any Work until required information has been recorded. • 1 . 2 RECORD DRAWINGS • During the entire construction operation , the CONTRACTOR shall maintain records of all deviations from the Drawings and Specifications and shall prepare therefrom " record" drawings showing correctly and accurately all changes and deviations from the work, made during construction to reflect the work as it was actually constructed . The following items are required to be shown on County project record drawings : 1 . Right-of-way Swale/Drainage — All culvert inverts ; inlet grate and bottom • elevations; swale beginning and end bottom elevations ; and highs and lows along top of bank. Size of swale . 2. Pipe Culvert/PVC Sleeves — Ail inverts, stations and offsets. 3. Outfalls — All pipe inverts , weir box elevations , weir elevation, and sizes. 4. Roadway/Off Site Drainage — All inverts ; manhole top elevation ; grate top elevations. 5. Retention Ponds — Perimeter elevations , grade breaks, depths, and calculate pond • area at control elevation and grade breaks above water surface . 6 . Roadway: a . Elevations of PVI at Profile Grade Line (PGL) . .. b. Edge of pavement elevations at curb inlets . c. Survey Control: Install/re-establish new roadway alignment control points (Survey Baseline or controlling line and all points as indicated on the plans or control sheet) upon final roadway completion . Include all intersections and side streets. Latitude, departure and elevations for all control points . d. Either if shown on plans or not: Any Public Land Comer or Governmental Survey Control point(s) destroyed and/or disturbed during the scope of the project shall be properly re-established as per standards as set forth within Florida Statutes , Administrative code and Minimum Technical Standards for that type of survey. All said surveying mentioned above shall be performed under the direct supervision of a registered Professional Surveyor and Mapper in the state of Florida and certified accordingly. Said Governmental agency(s) shall be notified in writing of disturbance and re-establishments . e. Stations and offsets , all structures. TECHNICIAL PROVISIONS TP- 10 F:\Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Prnvwinnc rtf 4 . Product: All materials shall be new and unused . a . "SILTSACK" (regular flow) , supplied by ACF Environmental , Inc. (1 -800-448-3636) . b . " FloGuard+PLUS , " supplied by Kristar Enterprises , Inc. ( 1 -800-579-8819) . C . Or equivalent. F . Construction Site Egress Driveways : Minimize the transport of sediment • and soil from the construction site or work area by vehicle wheels . Construct a crushed rock driving surface at the vehicle exit point(s) . ` Provide an area large enough to remove the sediment and soil from vehicle wheels before the vehicle leaves the construction site or work area . Provide wash-down stations as required to wash vehicle tires and retain all washwater on-site. G . Rock and Stone for Erosion Control and Pollution Control and Treatment: 1 . Crushed Limerock: Crushed limerock shall not be used under any circumstance. 2 . Acceptable Material: FDOT #4 non-calcareous aggregate (usually granite) , washed and meeting the requirements of FDOT Standard Specifications for Road and Bridge Construction , Section 901 . H . Hay Bales : Hay bales shall not be used . PART 3 EXECUTION A. Design , construct, and maintain the pollution control and treatment system to minimize erosion and capture and remove pollutants from the construction site and from all other areas disturbed by construction activities . PART 4 COMPENSATION A. All payment for the above items shall be made under: Item No . 103-1 — Erosion and Water Pollution Control — Per Lump Sum Item No . 104- 11 — Floating Turbidity Barrier — Per Linear Foot Item No . 104- 13- 1 — Silt Fence (Type Ill) — Per Linear Foot SECTION 108 AS-BUILTS 1 . 1 GENERAL • A. Maintain and provide the ENGINEER with record documents as specified below, except where otherwise specked or modified in Divisions 2-16 or the Supplementary Conditions . TECII IICIAL PROVISIONS TP- 9 FAEngineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\02094th Street Bridge Ova Cooch 07-20-06\0209 Technical Provisions.rtf SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1 . 3 TREE AND PLANT PROTECTION r A. Protect existing trees , shrubs and plants on or adjacent to the site that are _ shown or designated to remain in place against unnecessary cutting , breaking or skinning of trunk, branches , bark or roots . B . Do not store or park materials or equipment within the drip line . ' C . Install temporary fences or barricades to protect trees and plants in areas subject to traffic. D . Fires shall not be permitted under or adjacent to trees and plants . r E . Within the limits of the Work , water trees and plants that are to remain , in order to maintain their health during construction operations . F . Cover all exposed roots with burlap and keep it continuously wet. Cover all exposed roots with earth as soon as possible . Protect root systems from mechanical damage and damage by erosion , flooding , run-off or noxious materials in solution . G. If branches or trunks are damaged , prune branches immediately and protect the cut or damaged areas with emulsified asphalt compounded specifically for horticultural use . r H . Remove all damaged trees and plants that die or suffer permanent injury and replace them with a specimen of equal or better quality. I . Coordinate Work in this Section with requirements of other sections herein . 1_4 PROTECTION OF IRRIGATION The� CONTRACTOR shall be responsible for maintaining in good condition all irrigation systems within the easements , which could be damaged by construction activities . The CONTRACTOR shall repair any irrigation systems damaged by construction activities within two (2) days. Irrigation systems partially within the right-of-way of Kings Highway and all intersecting side streets within project limits may be cut off and capped or connected to same system to _ maintain functionality. The CONTRACTOR shall be responsible for maintaining f + nn nn n + v om d ni d f II �# c n the functionality o , the remaining portio „ of ,he system ,f if showuld a„ outside of the right-of-way. 01541 -2 0209-01541 - Protection of Property.doc F:%EngineeringlCspital Projects10209.4th Street Bridge Over Cooch Oitch=09-4th Street Bridge Over Conch 07-20-06\0209-01541 - Protection of Property.doc ! ! i 1 1 1 ! ! ! t a I I a • 0 ' 1 . 3 AS-BUiLTS A. CONTRACTOR shall submit marked up Record Drawings to the OWNER. ENGINEER will input As-Built information on Electronic Drawing files . B . OWNER shall deliver to CONTRACTOR seven (7) sets of As-Builts plotted from electronic files with the marked up Record Drawings. C . CONTRACTOR's surveyor shall review, sign and seal As-Builts or Record drawing (s) . Said drawing (s) shall clearly state , type of survey , positional tolerances, adhere and be certified to by a registered Professional Surveyor and Mapper in the state of Florida, any standards set forth by Florida Statutes , Administrative code and Minimum Technical Standards for As-Built/Record surveys CONTRACTOR shall return marked up Record Drawings and six (6) sets of signed and sealed As-Builts to OWNER. W D . All Record Drawings are subject to review and approval by County Surveyor. E . Payment for Record Drawings , Review of Electronic As-Builts and signing and sealing As-Builts shall be made under: Pay Item No. 108-1 — As-Builts — Lump Sum' SECTION 110 CLEARING AND GRUBBING A Payment for Clearing and Grubbing shall include compensation for: the removal and disposal of asphaltic concrete and existing concrete pavement, concrete, sidewalks , curbing, abandoned utilities (including pipes, cables , conduit and structures), existing walls, shade house , riprap, various types of fences, septic tanks, drain fields , pump stations , motor boxes , pumps , irrigation apparatus , base material , trimming of trees and shrubs , drainage structures , pipe, backfilling the removal excavations , plus all other i items necessary to be removed to construct the project. All non-salvageable materials removed shall remain property of the Contractor unless otherwise directed by the Engineer or Owner (See Article SC-W). All unwanted materials shall be removed and suitably disposed of by the Contractor outside the project limits (see Article SC-W) . Any salvage value received from the removed materials shall be reflected in the Contractor's proposal . B. Clear and grub within the entire limits of the right-of-way except in specific areas designated by the Engineer to remain for aesthetic purposes . C. Existing and temporary asphaltic pavement and excess subsoil shall be disposed of outside the project by the Contractor, at a location and in a manner approved by the Engineer. D . Removal of existing pavement includes all removal and disposal of the asphalt within the limit shown on the plans . E. Existing artesian and non-artesian water wells located within the limits of the proposed roadway improvements shall be grouted and sealed in accordance with St. Johns River Water Management District Chapter 40C-3 , F .A. C . • TECHNICIAL PROVISIONS TP- 11 W FAEngineenng\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-050209 Technical P uielnne r f F. Cost of mailboxes shall include all labor to furnish and install and relocate due to construction phasing and materials required . ■ G . Payment shall be made under: Item No. 110-1 -1 - Clearing and Grubbing — Per Lump Sum • SECTION 120 EXCAVATION AND EMBANKMENT A. Earthwork, including earthwork for drives outside the right-of-way limits , shall be paid for as embankment. Cost shall include all work specified in this section and Section 120 of the Standard Specifications . Such price and payment shall specifically include all cost of any roadway , ditch or canal , and final dressing operations in accordance with Section 120- 13 . 3. ■ B . Earthwork quantities shall be considered as in-place material with no shrinkage or expansion factors. ■ C . Subsoil Excavation - Any excavation below the proposed bottom elevation of the select fill , isolated Swale bottom locations , isolated locations for pipe installations and as approved by the engineer shall be paid for as subsoil excavation . Approximately 2. 0 ft of subsoil excavation is required in sublateral canals and ditches located under proposed roadway and drainage culvert improvements . Cost of replacement embankment shall be included in cost of subsoil excavation . Contractor to coordinate with county representative prior to any subsoil excavation . D . Channel Excavation - Any excavation of the ditches and canals shall be paid for as Channel Excavation. E . Regular Excavation Regular Excavation includes roadway excavation and borrow excavation , as defined below for each . ■ Roadway Excavation - Roadway Excavation consists of the excavation and the utilization or disposal of all materials necessary for the construction of the roadway , ditches , channel changes , etc. , except as may be specifically shown to be paid for separately and that portion of the lateral ditches within the limits of the roadway right-of- way as shown in the plans . Borrow Excavation - Borrow Excavation consists of the excavation and utilization of material from authorized borrow pits, including only material that is suitable for the construction of roadway embankments or of other embankments covered by the W Contract. A Value Engineering Change Proposal (VECP) submittal based on using borrow material from within the project limits will not be considered . ' F . Embankment - General Requirements for Embankment Materials : The following is added after the first paragraph of Subarticle 120-7.2: ■ Roadway Design Standard Index No . 505 , Embankment Utilization Details is modified by the addition of the following : M Any stratum or stockpile or soil which contains obvious pockets of highly organic material may be designated as muck or unsuitable for construction of subgrade by the Owner. ' TECHNICIAL PROVISIONS TP- 12 F:Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical ProvisionsAf .. SECTION 01541 PROTECTION OF THE WORK AND PROPERTY .. 1 . 5 PROTECTION OF EXISTING STRUCTURES A . Underground Structures : 1 . Underground structures are defined to include , but not be limited to , all sewer, water, gas , and other piping , and manholes , chambers , electrical conduits , tunnels and other existing subsurface work located within or adja- cent to the limits of the Work. 2 . All underground structures known to ENGINEER except service connections for water, sewer, electric, and telephone are shown . This information is shown for the assistance of CONTRACTOR in accordance with the best information available, but is not guaranteed to be correct or complete. The existing utilities shown on the Contract Drawings are located according to the information available to the ENGINEER at the time the Drawings were prepared and have not been independently verified by the OWNER or the ENGINEER . Guarantee is not made that all existing .. underground utilities are shown or that the locations of those shown are accurate . The locations shown are for bidding purposes only. Finding the actual location of any existing utilities is the CONTRACTOR's responsibility and shall be done before it commences any work in the vicinity. Furthermore, the CONTRACTOR shall be fully responsible for any and all ,r damages , which might be occasioned by the CONTRACTOR's failure to exactly locate and preserve any and all underground utilities . The OWNER or ENGINEER will assume no liability for any damages sustained or costs incurred because of the CONTRACTOR's operations in the vicinity of existing utilities or structures , nor for temporary bracing and shoring of same . If it is necessary to shore , brace , or swing a utility, contact the utility ., company or department affected and obtain their permission regarding the method to use for such work. 3 . Contact the various utility companies which may have buried or aerial utilities within or near the construction area before commencing work . Provide 48 hours minimum notice to all utility companies prior to beginning construction . 4 . Schedule and execute all work involving existing utilities in order to minimize necessary interruption of services . Whenever such interruption is necessary for completion of the work, notify the ENGINEER and the • appropriate utility at least 48 hours in .advance. Perform all work to repair/restore utility service to the satisfaction of the appropriate utility . Include all costs related to service maintenance, interruption , and restoration in the appropriate line item in the Contract. 5 . Where it is necessary to temporarily Interrupt house or business services , the CONTRACTOR shall notify the owner or occupant, both before the interruption (24-hour minimum) , and again immediately before service is resumed . Before disconnecting and pipes or cables , the CONTRACTOR shall obtain permission from their owner, or shall make suitable arrangement for their disconnection by their owner. 0209-01541 - Protection of Property.doc 01541 -3 FAEngineednglCapital Projects10209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-06\0209-01541 - Protection of Property.doc Backfill material containing more than 2. 0% by weight of organic material , as determined by FM 1 -T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material , shall not be used in construction of the reinforced volume . If an individual test value of the three samples exceeds 3 . 0% , the stratum or stockpile will not be suitable for construction of the reinforced volume. No A-8 material permitted in embankment. G . Payment shall be made under: Item No. 120-4 - Subsoil Excavation — Per Cubic Yard Item No. 120-5 - Channel Excavation — Per Cubic Yard Item No. 120-6- 1 - Embankment — Per Lump Sum " Item No. 120-7-1 — Regular Excavation — Per Lump Sum • SECTION 160 STABILIZING 160-1 Description. Stabilize designated portions of the roadbed to provide a firm and unyielding subgrade , having the required bearing value specified in the plans. When specified in the plans , provide additional strengthening of the subbase by additional stabilizing of the upper portion of the previously stabilized subgrade , within the limits specified . Perform work in accordance with an approved Quality Control Plan meeting the requirements of 6-8. 160-2 Stabilized Subgrade. For stabilized subgrade , choose the type of material , Commercial or Local . When the stabilizing is designated as Type B , the Engineer will determine compliance with the bearing value requirements by the Limerock Bearing Ratio (LBR) Method. If approved by the Engineer and only for materials requiring an LBR value of 40 , the Engineer may omit Sections 6 . 0 and 6. 1 of Florida Method of Test for Limerock Bearing Ratio (FM 5-515) and perform an Unsoaked LBR Test. The Engineer or the Contractor may request to use this method. If the Unsoaked LBR Test results in a failing test, then the Engineer will perform a standard Soaked ' LBR Test. Take responsibility for making the finished roadbed section meet the bearing value requirements , regardless of the quantity of stabilizing materials necessary to be added . Also . ' the Department will make full payment for any areas where the existing subgrade materials meet the design bearing value requirements without the addition of stabilizing additives, as well as areas where the Contractor may elect to place select high-bearing materials from other sources within the limits of the stabilizing . After substantially completing the roadbed grading operations, determine the type and quantity (if any) of stabilizing material necessary for compliance with the bearing value requirements. Notify the Engineer of the approximate quantity to be added . Obtain the Engineer's approval for spreading and mixing-in of such quantity of materials to achieve uniformity and effectiveness . The Engineer may allow, at no additional cost to the Department, the substitution of 6 inches [ 150 mm] of Granular Subbase meeting the requirements of Section 290 , when 12 inches [300 mm] of Type B Stabilization requiring an LBR value of 40 is specified. ■ TECFMCIAL PROVISIONS TP- 13 ■ FAEnginceringlCapital Projects\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical n.,..,.e.. ",, - 160-3 Stabilized Subbase. When Stabilized Subbase is required , after the mixing operations for the stabilization of the entire subgrade limits, strengthen the upper portion of the subgrade, within the limits shown , by adding and mixing-in a loose depth of commercial stabilizing material as designated in the plans or as may be otherwise designated by the Engineer. Provide a minimum depth of spread 3 inches 175 mm] (loose measurement) . 160 -4 Materials 160-4.1 Commercial and Local Materials : Meet the requirements of Section 914 for the particular type of stabilizing material to be used. 160-4.2 Use of Materials from Existing Base: When the use of materials from an existing base is required as all , or a portion , of the stabilizing additives, the Engineer will direct the location , placement, and distribution of such materials . Perform this work prior to the spreading of any additional commercial or local materials . Do not remove any section of existing base until the need for it in maintaining traffic is fulfilled . The Engineer may direct the Contractor to use materials from an existing base in combination with either of the designated types of stabilizing . 160-5 Construction Methods. ■' 160-5.1 General : A LOT is defined as a single lift of finished Subgrade , not to exceed 500 feet [150 m] . isolated mixing operations will be considered as separate LOTs. Curbpads and shoulders compacted separately shall be considered separate LOTS. Isolated compaction operations will be considered as separate LOTs. For multiple phase construction , a LOT shall not extend beyond the limits of the phase. Prior to the beginning of stabilizing operations, construct the area to be stabilized to an elevation such that, upon completion of stabilizing operations , the completed stabilized subgrade will conform to the lines, grades , and cross- section shown in the plans . Prior to spreading any additive stabilizing material, bring the surface of the roadbed to a plane approximately parallel to the plane of the proposed finished surface. The Contractor may process the subgrade to be stabilized in one course , unless the equipment and methods being used do not provide the required uniformity, particle size limitation , compaction, and other desired results, in which case , the Engineer will direct that the processing be done in more than one course. . ■ 1605. 2 Application of Stabilizing Material : When additive stabilizing materials are required , spread the designated quantity uniformly over the area to be stabilized . When materials from an existing base are to be used in the stabilizing at a particular ■ location , place and spread all of such materials prior to the addition of other stabilizing additives. Spread commercial stabilizing material by the use of mechanical material spreaders , except that where use of such equipment is not practicable, use other means of spreading , but ■ only upon written approval of the proposed alternate method . 160 -5.3 Mixing: Perform mixing using rotary tillers or other equipment meeting the approval of the Engineer. The Contractor may mix the materials in a plant of an approved type suitable for this work. Thoroughly mix the area to be stabilized throughout the entire depth and width of the stabilizing limits . Perform the mixing operations , as specified , (either in place or in a plant) regardless of whether the existing soil , or any select soils placed within the limits of the stabilized sections , have the required bearing value without the addition of stabilizing materials . 160-5.4 Maximum Particle Size of Mixed Materials: At the completion of the mixing , ■ ensure that the gradation of the material within the limits of the area being stabilized is such that 97 % will pass a 3 112 inch [90 mm] sieve and that the material does not have a plasticity index greater than eight or liquid limit greater than 30 . Remove any materials not meeting the plasticity requirements from the stabilized area . The Contractor may break down or remove from the ■ stabilized area materials , including clay lumps or lumps made of clay-size particles (any particle size 2 microns [2 Nm] or less) , not meeting the gradation requirements . TECIINICIAL PROVISIONS ■ TP- 14 FAEngineering\Capital Projects\0209-4th Street Bridge Over Conch Ditch\0209.4th Street Bridge Over Conch 07-20-06\0209 Technical ■ Provisions.rtf SECTION 01541 PROTECTION OF THE WORK AND PROPERTY r 6 . Explore ahead of trenching and excavation work and uncover all obstructing underground structures sufficiently to determine their location , to prevent damage to them and to prevent interruption of the services which such structures provide . If CONTRACTOR damages an underground structure, restore it to original condition at CONTRACTOR's expense. .. 7 . Necessary changes in the location of the Work may be made by ENGINEER , to avoid unanticipated underground structures . 8 . If permanent relocation of an underground structure or other subsurface +• facility is required and is not otherwise provided for in the Contract Documents , ENGINEER will direct CONTRACTOR in writing to perform the Work , which shall be paid for under the provisions of Article 11 of the General Conditions . B . Surface Structures. 1 . Surface structures are defined as structures or facilities above the ground surface . Included with such structures are their foundations and any extension below the surface . Surface structures include , but are not limited to , buildings , tanks , walls , bridges , roads , dams , channels , open drainage , piping , poles , wires , posts , signs , markers , curbs , walks and all other facil- ities that are visible above the ground surface . d" C . Protection of Underground and Surface Structures : 1 . Sustain in their places and protect from direct or indirect injury, all underground and surface structures located within or adjacent to the limits of the Work. Such sustaining and supporting shall be done carefully, and as required by the party owning or controlling such structure . Before proceeding with the work of sustaining and supporting such structure , satisfy the ENGINEER that the methods and procedures to be used have been approved by the party owning same . 2 . Assume all risks attending the presence or proximity of all underground and surface structures within or adjacent to the limits of the Work. lei CONTRACTOR shall be responsible for all damage and expense for direct or indirect injury caused by its Work to any structure. CONTRACTOR shall repair immediately all damage caused by his work , to the satisfaction of the OWNER of the damaged structure . D. All other existing surface facilities , including but not limited to , guard rails , posts , guard cables , signs , poles , markers , and curbs which are temporarily removed to facilitate installation of the Work shall be replaced and restored to their original condition at CONTRACTOR'S expense . • 0209-01541 - Protection of Property.doc 01541 -4 FAEngineering%Capital Projectsk02O9.4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209-01541 - ■ Protection of Property.doc i i i i / ! / i i i ■ ■ ■ ■ • • • " 160-5. 5 Compaction. : Except where a stabilized subbase is also to be constructed (as specified in 160-6) , after completing the mixing operations and satisfying the requirements for bearing value , uniformity , and particle size. Compact the materials at a moisture content permitting the specified compaction in 160-7 .2 . 3 . If the moisture content of the material is improper for attaining the specified density, either add water or allow the material to dry until reaching the proper moisture content for the specified compaction . 160-5. 6 Finish Grading : Shape the completed stabilized subgrade to conform with the finished lines , grades , and cross-section indicated in the plans. Check the subgrade using elevation stakes or other means approved by the Engineer. .. 160-5.7 Requirements for Condition of Completed Subgrade : After completing the stabilizing and compacting operations , ensure that the subgrade is firm and substantially unyielding to the extent that it will support construction equipment and will have the bearing ., value required by the plans . Remove all soft and yielding material , and any other portions of the subgrade which will not compact readily , and replace it with suitable material so that the whole subgrade is brought to line and grade, with proper allowance for subsequent compaction . 160-5. 8 Maintenance of Completed Subgrade : After completing the subgrade as specified. above , maintain it free from ruts, depressions, and any damage resulting from the hauling or handling of materials, equipment, tools, etc. The Contractor is responsible for maintaining the ' required density until the subsequent base or pavement is in place including any repairs , replacement, etc. , of curb and gutter, sidewalk, etc. , which might become necessary in order to recompact the subgrade in the event of underwash or other damage occurring to the previously compacted . subgrade . Perform any such recompaction at no expense to the Department. Construct and maintain ditches and drains along the completed subgrade section . 160-6 Stabilized Subbase (Additional Strengthening of Upper Portion). When a stabilized subbase is to be constructed in conjunction with the stabilization operations , after the mixing of the stabilization area as specified in 160-5. 3 , and determination that the bearing value requirements specified in 160-7 . 2. 1 have been met, shape the area over which the stabilized subbase is to be constructed as provided in 160-5. 1 , and compact it sufficiently to provide a firm surface for the operations to follow. Spread the amount of commercial stabilizing material specified in 160-3 for this operation, in accordance with 160-5. 2, and mix it to the depth indicated in the plans , in accordance with 160-5. 3. Allow a tolerance of 1 inch [25 mm] in excess of the plan depth in this mixing . The Engineer will not perform any additional tests for bearing value after the mixing of materials for the Stabilized Subbase. Compact and finish grading , as specked in 160-5.5 and 160-5 .6 , and meet the provisions of 160-5.4, 160-5. 7 , and 160-5 . 8 for this work. When commercial materials are used as the stabilizing additives for the initial subgrade .. stabilization , the Engineer may eliminate the work of Stabilized Subbase, either entirely or in designated sections of the overall limits for this work as may be specified in the plans . 160-7 Acceptance Program. 160-7. 1 General Requirements: Meet the requirements of 120-10. 1 , except use 160-7 .2 instead of 120-10 . 2. 160-7. 2 Acceptance Criteria: 160-7.2. 1 Bearing Value Requirements : 160-7 .2. 1 . 1 General : Within the entire limits of the width and depth of the areas to be stabilized , obtain the required minimum bearing value for each LOT. For any area where the bearing value obtained is deficient from the value indicated in the plans , in excess of the tolerances established herein, spread and mix additional stabilizing material in accordance with 160-5. 3 . Perform this reprocessing for . the full width of the roadway being stabilized and +. longitudinally for a distance of 50 feet [15 m] beyond the limits of the area in which the bearing value is deficient. Determine the quantity of additional stabilizing material to be used in ., reprocessing . TECHNICIAL PROVISIONS TP- 15 FAFrigineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions f 1604 .2. 1 .2 Undertolerances in Bearing Value Requirements: Use the following undertolerances from the specified bearing value , as based on tests performed on samples obtained after completing mixing operations : Specified Bearing Value Tolerance LBR 40 5 . 0 LBR 35 4 . 0 LBR 30 (and under) 2 . 5 The following unsoaked bearing value requirement is based on tests performed on .. samples obtained after completing mixing operations : Specified Bearing Value Unsoaked Bearin Value Required Tolerance LBR 40 LBR 43 0. 0 160-7 .2.2 Mixing Depth Requirements : Do not exceed individual depth tolerance of 2 inches 150 mm] or LOT-average depth tolerance of 1 inch [25 mm] . As an exception to the above mixing requirements , where the. subgrade is of rock, the Engineer may waive the mixing operations (and the work of stabilizing) , and the Department will not pay for stabilization for such sections of the roadway. 160-7.2.3 Density Requirements : 160-7.2. 3.1 General: Within the entire limits of the width and depth of the areas to be stabilized , other than as provided in 160-7 . 2. 3. 2, obtain a minimum density at any location of 98% of the maximum density as determined by FM 1 -T 180 , Method D. 160-7 . 2.3.2 Exceptions to Density Requirements: The Contractor need not obtain the minimum density specified in 160-7 .2. 3 . 1 if within the following limits: (a) The width and depth of areas which are to be subsequently incorporated into a base course under the same contract. (b) The upper 6 inches [150 mm] of areas to be grassed under the same contract. Compact these areas to a reasonably firm condition as directed by the Engineer. 160-7.2.4 Frequency : Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum r frequency listed in the table below. Test Name Quality Control Verification ., Maximum Density One per two consecutive LOTS One per eight consecutive LOTs Density One per LOT One per four LOTS Limerock Bearing Ratio One per two consecutive LOTsl One per eight consecutive LOTs Stabilizing Mixing Depth I Three per LOT One per LOT 160 -7.3 Additional Requirements: 160-7 .3.1 Quality Control Testing : 160-7 .3. 1 . 1 Bearing Values : Ensure compliance with 160-7 . 2 . 1 by sampling and testing the Stabilized Subgrade for determining the Limerock Bearing Ratio (LBR) in accordance with FM 5-515 and 160-7 . 2.4. Determine test locations including Stations and Offsets , using the Random Number generator provided by the Department, based on the two LOTs under consideration . 160-7.3 . 1 .2 Mixing Depth Requirements : Meet required plan mixing-depths by measuring from the proposed Final Grade Line. Ensure compliance with 160-7 .2. 2. Determine test locations including Stations and Offsets, using the Random Number generator provided by the Department. _ TECHNICIAL PROVISIONS TP- 16 F:�E.ngineering�Capitsl Projects\0209-4th Street Bridge Over Cooch Dhch10209.4th Street Bridge Over Cooch 07-20-06\0209 Technical Prmisionsxtf SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1 . 6 DAMAGE TO EXISTING STRUCTURES AND UTILITIES A . The CONTRACTOR shall be responsible for and make good all damage to pavement beyond the limits of this Contract, buildings , telephone or other cables , water pipes , sanitary pipes , or other structures which may e encountered , whether or not shown on the Drawings . B . Information shown on the Drawings as to the location of existing utilities has been prepared from the most reliable data available to the Engineer. This information is not guaranteed , however, and it shall be this CONTRACTOR 's responsibility to determine the location , character and depth of any existing utilities . He shall assist the utility companies , by every means possible to determine said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from his activities . 1 . 7 ADJUSTMENTS OF UTILITY CASTINGS COVERS AND BOXES A. All existing utility castings , including valve boxes, junction boxes , manholes , pull boxes , inlets and similar structures in the areas of construction that are to remain in service shall be adjusted by the CONTRACTOR to bring them flush with the surface of the finished work. B . The CONTRACTOR shall coordinate the utilities to ensure proper construction sequencing . CONTRACTOR shall make available survey reference markers to the various utility companies . + + END OF SECTION + + 0209-01541 - Protection of Property.doc 01541 -5 FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209-01541 - Protection of Property.doc . i / i 1 i 1 1 1 i 1 , t ■ a ■ 0 a • 160-7.3. 1 .3 Maximum Density Requirement: Collect enough material to split and create three separate samples . Retain a Verification sample and Resolution sample for the Engineer until the Engineer accepts the eight LOTS represented by the samples . 160-7 .3.2 Department Verification Tests : 160-7 . 3 .2.1 Bearing Value : The Engineer will sample and test the Stabilized Subgrade for determination of the LBR in accordance with FM 5-515. The Engineer will select test locations , including Stations and Offsets, using a Random Number generator, based on the eight LOTS under consideration . 160-7.3.2.2 Mixing Depth Requirements : The Engineer will measure the mixing depth from the proposed Final Grade Line. The Engineer will select test locations , including Stations and Offsets, using a Random Number generator. 160-7. 3. 2.3 Maximum Density: The Engineer will randomly select one of the four split samples and test in accordance with FM 1 -T 180 , Methods D. 160-7.4 Verification Comparison Criteria and Resolution Procedures: 160-7 .4. 1 Bearing Value : If the Department's Verification test meets the requirements of 160-7 .2 . 1 , then the Engineer will accept the eight LOTS . Otherwise , the Engineer will obtain one additional sample of material taken from a randomly selected location within the eight LOTs in question . The State Materials Office or an AASHTO accredited laboratory designated by the State Materials Office will perform Resolution testing . The material will be sampled and tested in accordance with FM 5-515 . If the Resolution Testing results meet the requirements of 160-7 .2 . 1 then the Engineer will accept the eight LOTs in question, otherwise reprocess all eight LOTs in accordance with 160-5 and retest in accordance with 160-7 . 3 . 1 . 1 . 160-7.4.2 Mixing Depth Thickness : If the Department's Verification test meets the requirements of 160-7 .2 . 2, then the Engineer will accept that LOT, otherwise retest the LOT at a site within a 5 feet ( 1 . 5 meter) radius of the Verification test location and observe the following : 1 . If the Quality Control retest meets the requirements of 160-7 .2.2, then the Engineer will accept that LOT. 2. If the QC Re-test confirms shallow depth, re-mix the LOT to an appropriate Depth and re-measure in accordance with 160-7 . 3 . 1 . 2. The Engineer may re-verify in accordance with 160-7 . 3 . 2.2. 3. If the QC re-test confirms extra deep mixing , conduct an additional QC density test after compaction for the bottom 12 inches [300 mm] of the subgrade for that LOT in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test must meet the requirements of 160-7 .2 . 3 . 160-7.4. 3 Maximum Density Determination : The Engineer will verify the Quality Control results of the eight consecutive LOTS if the Verification test result compares within 4. 5 PCF [72 kg/m3] of the QC result for the corresponding LOTS. Otherwise , the Engineer will collect the Resolution split sample corresponding to the Verification sample tested . The State Materials Office or an AASHTO accredited laboratory designated by the State Materials Office will perform Resolution testing . The material will be sampled and tested in accordance with FM 1 -T 180, Method D . The Engineer will compare the Resolution Test results with the Quality Control test results. If the Resolution Test result is within 4 . 5 PCF [72 kg/m3] of the corresponding Quality Control test result, the Engineer will use the Quality Control test results for material acceptance purposes for each corresponding pair of LOTS . If the Resolution test result is not within 4. 5 PCF [72 kg/m3] of the corresponding Quality Control test, the Engineer will collect the remaining Verification split samples for testing . Verification Test results will be used for material acceptance purposes for the eight LOTS in question. 160-7.4.4 Density: When a Verification or independent Verification density test does not meet 160-7. 2. 3 (Acceptance Criteria) , retest the LOT at a site within a 5 feet ( 1 . 5 meter) radius of the Verification test location and observe the following : 1 . If the Quality Control retest meets the Acceptance Criteria and compares favorably with the Verification or Independent Verification test, the Engineer will accept the four LOTS in question. TECHNICLAL PROVISIONS TP- 17 F:\Engineering\Capital Projects\020911th Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Ccoch 07-20-06\0209 Technical 2. If the Quality Control retest does not meet the Acceptance Criteria and compares favorably with the Verification or Independent Verification test, rework and retest the material in _. that LOT. The Engineer will re-verify the four LOTS in question . 3 . If the Quality Control retest and the Verification or Independent Verification test do not compare favorably, complete a new equipment-comparison analysis as defined in 120- 10. 1 .2. Once acceptable comparison is achieved , retest the four LOTS . The Engineer will perform new verification testing . Acceptance testing will not begin on a new LOTS until the Contractor has a gauge that meets the comparison requirements . 160-8 Method of Measurement. 160-8 . 1 Type B Stabilization and Type C Stabilization: The quantity to be paid for will be the plan quantity, in square yards [square meters] , completed and accepted . 160-8.2 Stabilized Subbase : The quantity to be paid for will be the area , in square yards - [square meters], completed and accepted. 160-8.3 Commercial Stabilizing Material : The quantity to be paid for separately will be determined by measurement, loose volumes , in truck bodies , at the point of unloading. 160-9 Basis of Payment. • 160-9.1 Type B Stabilization and Type C Stabilization : Price and payment will constitute full compensation for all work specified in this Section applicable to these types of Stabilization , including furnishing and spreading of all stabilizing material required and any reprocessing of stabilization areas necessary to attain the specified bearing value . 160-9.2 Stabilized Subbase: Price and payment will constitute full compensation for the work of incorporating the additional commercial stabilizing material into the designated subbase area . 160-9 .3 Commercial Stabilizing Material : Price and payment will be full compensation for ■ furnishing and spreading commercial stabilizing material . No separate payment will be made for any commercial stabilizing material which the Contractor may elect to use in Type B or Type C Stabilization . No separate payment will be made for the work of using materials from an existing base, in the stabilizing section. 160-9 .4 General: The above prices and payments will constitute full compensation for all work and materials specked in this Section , specifically including all costs of the processing and incorporation of existing base materials into the proposed stabilization area when such work is required by the plans. If the item of Borrow Excavation is included in the Contract, any stabilizing materials obtained from designated borrow areas will be included in the pay quantity for Borrow Excavation . 160-9.5 Payment Items : Payment will be made under: Item No. 160-4-2 — Type B Stabilization — 8" — Per Square Yard ■ SECTION 285 OPTIONAL BASE COURSE • A. Sub Article 285-4 (Page 201 ) is modified by the addition of the following : ' Base material, thickness and requirements are described in the construction plans . Only one type of alternate base material shall be used No additional payment will be made for base thickness in excess of the specified thickness . TECI-1NICIAL PROVISIONS • TP- 18 FAEngineering\Capital ProjeW\0209-4th Street Bridge Over Comb Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical ■ i • SECTION 01550 ACCESS ROADS , PARKING AREAS AND USE OF PUBLIC STREETS i _ 1 . 1 GENERAL A. Provide all temporary construction roads , walks and parking areas required during construction and for use of emergency vehicles . Design and maintain temporary roads and parking areas so they are fully usable in all weather conditions. i B . Prevent interference with traffic and the OWNER's operations on existing roads . Indemnify and save harmless the OWNER from any expenses caused by ,. CONTRACTOR's operations over these roads . C . Roadways damaged by CONTRACTOR shall be restored to their original i condition by the CONTRACTOR subject to approval of the OWNER or ENGINEER . i D . Remove temporary roads , walks and parking areas prior to final acceptance and return the ground to its original condition , unless otherwise required by the Contract Documents . 1 . 2 USE OF PUBLIC STREETS The use of public streets and alleys shall be such as to provide a minimum of inconvenience to the public and to other traffic. Any earth or other excavated material spilled from trucks shall be removed immediately by the CONTRACTOR and the streets cleaned to the satisfaction of the Owner. 1 . 3 USE OF PUBLIC STREETS FOR HAUL ROADS A. Prior to construction , the CONTRACTOR shall designate all proposed haul roads to be used during the life of the project. Any earth or other materials spilled from trucks shall be removed by the CONTRACTOR and streets cleaned to the satisfaction of the Owner. He further shall be responsible for repairs to any damages caused by his operations , prior to final payment. 01550 Access Roads 01550-1 F:\Engineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-0610209-01550 - Access Roads.doc 1 I i 1 1 1 , , 1 r . . , ■ ■ a a a , .. This item shall be in accordance with Index 514 of the FDOT Design Standards for Design, Construction , Maintenance and Utility Operations on the State Highway System / January 2002. Base material (Cemented Coquina , Group 14 — 14") shall be placed in (min) Two Lifts. Base Material (Cemented Coquina , Group 6 — 8" , and Group 4 — 6") shall be placed in (min) One Lift. This item shall include all prime and tack coats. + B . Payment shall be made under: Item No . 285-714 - Base Group 14 - ( 14") - Per Square Yard + Item No. 285-714-2 — Base Group 4 — (6") — Per Square Yard SECTION 334 SUPERPAVE ASPHALT CONCRETE A. Sub article 334 . 11 (Page 266) is modified by the addition of the following: ' Included in this payment will be tack coat and bituminous materials (Plant Mix). No separate payment will be made for bituminous materials . No additional payment will be made for asphalt thickness in excess of the specified thickness. B. Payment shall be made under: Item No. 334-1 -113 — Superpave Asphaltic Concrete (Traffic C) (sp 9. 5) ( 1 ") — Per + Ton Item No. 334- 1 -213 — Superpave Asphaltic Concrete (Traffic C) ( SP- 12 . 5) ( 1 . 5) — Per Ton Item No . 339-1 — Miscellaneous Pavement — Per Ton SECTION 400 + CONCRETE STRUCTURES (See FDOT standard Specifications for Road and Bridge Construction 2004) 400-1 Description . Construct concrete structures and other concrete members , with the exception of pavement and incidental concrete construction (which are specified in other Sections) . Refer to Section 450 for prestressed construction requirements additional to the requirements of this Section . For precast concrete structures meet the requirements of Section 450 for storage , shipping .. and erection . + + TECHNICIAL PROVISIONS TP- 19 +� E:1Engineering\Capital Projects\0209Ath Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Conch 07-20-06\0209 Technical 400-2 Materials. Meet the following requirements : Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sections 346 and 347 Reinforcing Steel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 415 ,. Curing Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'Section 925 Epoxy Bonding Compounds . . . . . . . . . . . . . . . . . . . . . . . . . Sections 926 and 937 Joint Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 932 BearingPads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 932-2 Self-Lubricating Bearing Plates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 964-2 CopperWater Stops . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . 964-4 Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 923 Non-Shrink Grout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 934 Class 5 Applied Finish Coatings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 971 'The Engineer will allow clean sand and sawdust for certain curing , when and as specified . 400-3 Depth of Footing . Consider the elevations of the bottoms of footings, as shown in the plans, as approximate only. The Engineer may change dimensions or elevations of footings as necessary to secure a satisfactory foundation . if the elevation of a footing as shown in the plans is changed to a higher or lower elevation, the Engineer will not consider such change as a material change to the original Contract Documents, a waiver of any condition of the Contract, or an invalidation of any of the provisions of the Contract. If the excavation must be carried deeper than shown in the ` plans to obtain a satisfactory foundation , the Engineer will revise the plans in accordance with one of the following methods : (a) The Engineer will keep the top of the footing at the elevation shown in the original plans and will increase the thickness to obtain a satisfactory foundation . The Engineer will follow this method when the change in bottom elevation of the footing is 12 inches [300 mm] or less. When this method is followed, place the reinforcing steel the same as if the footings, as shown in the original plans , were placed on a subfooting of plain concrete; make no alteration in the position of the reinforcing bars relative to the top of the footing . (b) The Engineer will revise the plans and lower the footing, thereby increasing the height of stem , to obtain a satisfactory foundation . Generally, the Engineer will increase the ,. thickness and width of footing over that shown in the original plans. If this method is followed , use the dimensions, sizes , and location of reinforcing steel shown in the revised plans . The Engineer will follow this method when the change in elevation of the bottom of footing exceeds 12 inches 1300 mm]. The Engineer will determine which of the above methods to use . 400-4 Falsework, 400-4. 1 Plans: At the Engineer' s request, furnish detailed plans for falsework or centering to the Department. The Contractor is responsible for results obtained by using these plans. 40042 Design and Erection : Design and construct all faisework to provide the necessary rigidity and to support the loads without appreciable settlement or deformation. Use screw jacks or hardwood wedges to take up any settlement in the framework, either before or during the placing of concrete . If any weakness develops and the centering shows undue settlement or distortion , stop the work, remove any masonry affected , and strengthen the falsework before resuming work. Support falsework which cannot be founded on a satisfactory footing on piling . Space , drive, and remove the piling in an approved manner. 400-4.3 Camber: Provide camber to correct for settlement and deflection of falsework. Give bridges permanent camber only when shown in the plans . 400-5 Forms . 400-5. 1 General : Provide forms, either of wood or metal , that are as follows: (a) externally secured and braced where feasible; (b) substantial and unyielding ; (c) of adequate strength to contain the concrete without bulging between supports and without apparent deviation from the TECHNICIAL PROVISIONS TP- 20 F:\EngineerineCapital Pmjects\0209-0i1 Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions.rtf r SECTION 01550 • ACCESS ROADS , PARKING AREAS AND USE OF PUBLIC STREETS B . All trucks carrying earth shall be covered while moving with an appropriate tarpaulin . Should trucks hauling earth fail to cover their loads , the CONTRACTOR will be given two (2) written warnings , after which the CONTRACTOR shall pay a fine of $ 50 per uncovered truck to the Owner when invoked by the Owner to Owner's Engineer. All cleanup shall be the responsibility of the CONTRACTOR . C . All trucks/moving equipment shall have backup warning horns in proper working order while on the job site . „ + + END OF SECTION + + r r • W 01550 Access Roads 01550-2 FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06W209-01550 - Access Roads.doc r neat lines , contours , and shapes shown in the plans . Design forms to withstand the additional forces of vibration without apparent deviation from the desired shape or position. Assemble forms to be mortar-tight. If using lumber forms , construct them of dressed wood of uniform thickness . Use form liners on wooden forms where Class 3 surface finish is specified . Construct assembled forms to render a concrete surface of smooth , uniform finish . Make provisions to remove forms without injury to concrete surfaces. Remove blocks and bracing with the forms , and do not leave any portion of the forms in the concrete. Use the same form system for a type of work throughout. 400-5. 2 Inspection and Approval : Do not place concrete in a form until the form has been r inspected and approved. Although the Engineer inspects and approves the forms , the Contractor is responsible for obtaining satisfactory concrete surfaces , free from warping , bulging , or other objectionable defects . Pay special attention to the ties and bracing . Where the forms appear to be insufficiently braced or unsatisfactorily built , stop and correct defects to the satisfaction of the Engineer. 400-5. 3 Non-metallic Form Materials : 400-5. 3 . 1 Lumber: For all surfaces, use lumber that is not less than 3/4 inch [19 mm] in thickness , dressed, and free of knot holes , loose knots, cracks , splits , warps , and other defects . Proportion the spacing of studs, joists , and wales to exclude warps and bulges and to produce true and accurate concrete surfaces . Only use structurally sound lumber. 400-5.3.2 Form Liners : Use form liners of durable , abrasion resistant materials that are unaffected by water. Use liners with a hard surface texture capable of rendering concrete surfaces of a smooth , uniform texture , without grain marks, patterns, or blemishes . Use form liner material of sufficient thickness to eliminate the reflection of irregularities , undesirable patterns , and marks from the forms to the surfaces . Replace liners as necessary to produce a consistent concrete surface texture. Use form liners in large sheets and with true , tight-fitted .� joints which are logically located . Obtain the Engineer's approval of the layout of sheets. Do not use liners which have been patched. Use liner material of the same stock throughout. 400-5.3. 3 Plywood : The Contractor may use plywood of not less than 5/8 inch [15 . 9 mm] in thickness manufactured with waterproof glue or protected with an approved impervious coating. Do not use pieces with bulged plies or raveled, untrue edges . 400-5.4 Special . Requirements : 400-5.4.1 Re-entrant Angles : Use chamfered forms for re-entrant angles, and use filleted forms for comers. Use chamfers and fillets that are 314 by 3/4 inch [19 by 19 mm] and are mill-dressed on all sides to uniform dimensions. The Contractor may use plastic or metal chamfers and fillets provided they perform satisfactorily in producing uniform, smooth concrete corner surfaces without honeycomb. 400-5. 4.2 Handrails and Parapets : Construct barriers and parapets in accordance with Section 521 . 400-5.4.3 End-bent Caps : Do not place forms for end-bent caps until the embankment has been constructed to within 12 inches 1300 mm] of the bottom of the cap. Place a mass of embankment that is sufficient to produce the subsidence, displacement, and settlement which may result from the construction of the total embankment. 400-5.4.4 Footings: Where footing concrete can be placed in dry excavation , the Contractor may omit cribs, cofferdams, and forms , subject to compliance with the following ,. limitations and conditions : (a) Use this procedure only in locations not exposed to view from traveled roadways. (b) Obtain required elevations shown in the plans . (c) Obtain neat line dimensions shown in the plans . (d) Fill the entire excavation with concrete to the required elevation of the top of the footing . (e) The Engineer will determine the volume of footing concrete to be paid for from the neat line dimensions shown in the plans . 400-5. 5 Form Alignment, Bracing, and Ties : Construct forms in such manner that they may be adequately secured for alignment, shape , and grade . Use bracing systems, ties, and " anchorages that are substantial and sufficient to ensure against apparent deviation from shape, TECENICIAL PROVISIONS TP- 21 F1Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209 Technical Prnvicinnc rtf alignment, and grade. Do not drive nails into existing concrete. Do not use bracing systems, ties, and anchorages which unnecessarily deface or mark, or have an injurious or undesirable effect on surfaces that will be a part of the finished surface . If metal ties and anchorages are to remain in the concrete , construct them so as to permit the removal of metal to at least 1 inch [25 mm] beneath the finished surface of concrete. Use accessories for metal ties and anchorages that allow the removal of metal to the prescribed depth while leaving the smallest possible repairable cavity. ., When using wire ties , cut or bend them back from the finished surface of the concrete a minimum of 1 inch [25 mm] . Do not use internal ties of wire when forming surfaces that are exposed to view. 400-5.6 Preparation and Cleaning: Meet the following requirements for the condition of forms at the time of beginning concrete casting : (a) Treat all forms with an approved form-release agent before placing concrete . Do not use material which adheres to or discolors the concrete. (b) Clean forms of all concrete laitance from previous use and all dirt, sawdust, shavings , loose wire ties and other debris . (c) Close and secure all inspection and cleanout holes . 400 -5 .7 Stay-In-Place Metal Forms : 400-5 .7.1 General : (a) Use of permanent stay-in-place metal forms: Permanent stay-in-place metal forms may be used in lieu of removable forms to form concrete bridge deck slabs only when allowed by design note in the plans , and is subject to the conditions, limitations , and requirements contained herein . Use forms made of corrugated material of cellular or non- cellular construction. Stay-in-place metal forms may be used to form the portion of the top slab which lies between the webs of individual steel box girders regardless of the environmental classification . Prior to using stay-in-place forms , submit detailed plans for approval of the forming system , including method of support and attachment and method of protecting the supporting structural steel components from welding effects. Submit design calculations for the forming system which have been signed and sealed by the Specialty Engineer. Detail stay-in- place forms such that they in no way infringe upon the concrete outline of the slab shown on the plans . Use stay-in-place forms that provide and maintain the dimensions and configuration of the original slab in regards to thickness and slope. Do not weld stay-in-place metal form supports and connections to structural steel components . Make attachments by permissible welds, bolts , clips, or other approved means . If metal form supports and connections are field welded in place , protect structural steel components from damage by using a shield to guard against weld splatter, weld overrun, arc strikes, or other damaging effects of the welding process. Upon completion of welding , rest the metal form support flush on the supporting steel component. Should any weld spatter, weld overrun , arc strike, or other effects of the welding process be evident or occur to the structural steel component, immediately stop in place welding of the metal form supports for the remainder of the work. In this event, weld all metal form supports off of the structure and erect the forms after prefabrication , or use an alternate approved method of attaching the form supports . Remove improper weldment, repair the supporting steel component for any improper welding technique, and perform all required verification and testing at no expense to the Department and to the satisfaction of the Engineer. Do not use stay-in-place forms until the forming system has been approved by the Engineer. The Contractor is responsible for the performance of the stay-in-place forms . (b) Structures designed , detailed , and dimensioned for the use of removable forms : Where stay-in-place metal forms are permitted , the Contractor is responsible and shall obtain the approval of the Engineer for the additional slab thickness, elevation changes, changes in design , etc. to accommodate the use of stay-in-place forms . The Engineer will compute pay quantities of the various components of the structure which are paid on a cubic yard [cubic TECI-NICIAL PROVISIONS TP- 22 F1Engineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-00209 Technical i Provisions.rtf w W SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT I 1 . 1 GENERAL A. Make all arrangements for transportation , delivery and handling of equipment and materials required for prosecution and completion of the Work . B . Shipments of materials to CONTRACTOR or Subcontractors shall be delivered to the site only during regular working hours . Shipments shall be addressed and consigned to the proper party giving name of Project, street number and city. Shipments shall not be delivered to OWNER except where otherwise directed . C . If necessary to move stored materials and equipment during construction , CONTRACTOR shall move or cause to be moved materials and equipment without any additional compensation . 1 . 2 DELIVERY A. Arrange deliveries of products in accord with construction schedules and in ample time to facilitate inspection prior to installation . B . Coordinate deliveries to avoid conflict with Work and conditions at site and to accommodate the following : 1 . Work of other contractors , or OWNER . ■ 2 . Limitations of storage space . 3 . Availability of equipment and personnel for handling products . 4 . OWNER' S use of premises . r C . Do not have products delivered to project site until related Shop Drawings have been approved by the ENGINEER. w D . Do not have products delivered to site until required storage facilities have been provided . E. Have products delivered to site in manufacturer's original , unopened , labeled containers . Keep ENGINEER informed of delivery of all equipment to be incorporated in the Work. 0209-01610 - Transportation and Handling of Materials and Equipment.doc 01610-1 F:\Engineehng\Capttai Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Coach 07-20-06=09-01610 - Transportation 7-20-06\0209-01610 -Transportation and Handling of Materials and Equipment.doc + meter] basis from the design dimensions shown on the plans with no allowance for changes in deflection or dimensions necessary to accommodate the stay-in-place forms or concrete to fill the form flutes. The Engineer will limit pay quantities of other Contract items that the Contractor + increases to accommodate the use of stay-in-place forms to the quantity required for the original plan design. Submit all changes in design details of bridge structural members that support • stay-in-place forms, showing all revisions necessary to enable the supporting components to withstand the additional weight of the forms and the weight of the extra concrete required to fill the form flutes . Include with the design calculations a comparative analysis of the stresses in the supporting components as detailed on the Contract plans and as modified to support the forms. Use the identical method of analysis in each case , and do not allow the stresses in the modified components to exceed those of the component as detailed in the Contract plans . Include with the design the adjusted cambers for any changes in deflection over those shown on the original plans . Modify the beams to provide additional strength to compensate for the added dead loads imposed by the use of stay-in-place forms . Obtain the additional strength by adding strands to the prestressed beams or by adding steel material to increase the section modulus of steel girders. Substantiate the added strength by the comparative calculations. Do not use stay-in- place forms until the forming system and all necessary design revisions of supporting members have been approved by the Engineer. + (c) Structures designed , detailed, and dimensioned for the use of stay-in-place metal forms: Prior to using stay-in-place forms , submit detailed plans for approval . of the forming system (including method of support and attachment) together with design calculations. Include an analysis of the actual unit weight of the proposed forming system over the projected plan area of the metal forms. If the weight thus calculated exceeds the weight allowance for stay-in- place metal forms and concrete required to fill the form flutes shown on the plans , then modify • the supporting components to support the excess in weight as stipulated in 400-5 . 7 . 1 (b) . (d) Painting of top flange: For all structures utilizing structural steel supporting components for which stay-in-place metal forms are to be used , paint the vertical sides of the top flange prior to installation of the stay-in-place forms in accordance with 560-7.9 . (e) Zinc coating of supports and connections: Apply a zinc paint coating in accordance with Section 562 to all welded areas of supports and to accessories cut from galvanized sheets , which are not embedded in concrete. 400-5.7.2 Materials : Fabricate permanent stay-in-place metal forms and supports from steel meeting the requirements of having a coating designation G165 [Z500] . Do not use form materials that are less than 22 gauge [0. 7925 mm] in thickness. 400-5.7. 3 Design : Meet the following criteria for the design of permanent bridge deck forms : ( 1 ) Design the forms on the basis of deadload of form , reinforcement, and plastic concrete plus 50 Ib/ft2 [2 .4 kPa] for construction loads. Use a unit working stress in the steel sheet of not more than 0 . 725 of the specified minimum yield strength of the material furnished , but not to exceed 36, 000 psi [250 MPa] . + (2) Do not allow deflection under the weight of the forms , reinforcement, and plastic concrete to exceed 1 /180 of the form span or 1 /2 inch [ 13 mm] , whichever is less, for form spans of 10 feet [3 m] or less, or 1 /240 of the form span or 3/4 inch [19 mm] , whichever is less , for form spans greater than 10 feet [3 m] . In all cases, do not use a loading that is less than 120 psf [5. 75 kPa] total . (3) Use a design span of the form equal to the clear span of the form plus 2 inches [50 mm] . Measure the span parallel to the form flutes . (4) Compute physical design properties in accordance with requirements of the AISI Specifications for the Design of Cold Formed Steel Structural Members, latest published edition . (5) For all reinforcement, maintain the design concrete cover required by the plans . (6) Maintain the plan dimensions of both layers of primary deck reinforcement from the top surface of the concrete deck. (7) Do not consider the permanent bridge deck form as lateral bracing for compression flanges of supporting structural members . TECHNWIAL PROVISIONS TP- 23 + . F:\Engineering\Capital Projeas\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Conch 07-20-06\0209 Technical (8) Do not use permanent steel bridge deck forms in panels where longitudinal deck r construction joints are located between stringers. (9) Secure forms to the supporting members by means other than welding directly to the member. 411 Construction : Install all forms in accordance with approved fabrication and erection plans. Do not rest form sheets directly on the top of the stringer of floor beam flanges . Fasten sheets securely to form supports, and maintain a minimum bearing length of 1 inch 125 mm] at each end for forms . Place form supports in direct contact with the flange of the stringer or floor beam . Make all attachments for forms by bolts , clips , or other approved means. r For any permanent exposed steel where the galvanized coating has been damaged , thoroughly clean , wire brush , and paint it with two coats of galvanizing compound in accordance with 971 -15 to the satisfaction of the Engineer. Do not touch up minor heat discoloration in r areas of welds. Locate transverse construction joints at the bottom of a flute, and field drill 1 /4 inch [6 mm] weep holes at not less than 12 inches [300 mm] on center along the line of the joints . 400-5.7.5 Placing of Concrete: Vibrate concrete to avoid honeycomb and voids, especially at construction joints, expansions joints, and valleys and ends of form sheets. Use approved pouring sequences. Do not use calcium chloride or any other admixture containing chloride salts in the concrete. r 400-5.7.6 Inspection : The Engineer will observe the Contractor's method of construction during all phases of the construction of the bridge deck slab, including the installation of the metal forms ; location and fastening of the reinforcement; composition of r concrete items; mixing procedures , concrete placement, and vibration ; and finishing of the bridge deck. Should the Engineer determine that the procedures used during the placement of the concrete warrant inspection of the underside of the deck, remove at least one section of the r forms in each span for this purpose. Do this as soon after placing the concrete as practicable in order to provide visual evidence that the concrete mix and the procedures are obtaining the desired results. Remove an additional section in any span if the Engineer determines that there r has been any change in the concrete mix or in the procedures warranting additional inspection. After the deck concrete has been in place for a minimum period of two days , test for soundness and bonding of the forms by sounding with a hammer as directed by the Engineer. If sounding discloses areas of doubtful soundness to the Engineer, remove the forms from such r areas for visual inspection after the concrete has attained adequate strength . Remove permanent bridge deck forms at no expense to the Department. At locations where sections of the forms have been removed , the Engineer will not r require the Contractor to replace the forms. Repair the adjacent fomes and supports to present a neat appearance and to ensure their satisfactory retention . As soon as the form is removed , the Engineer will examine the concrete surfaces for cavities , honeycombing , and other defects. If r irregularities are found , and the Engineer determines that these irregularities do not justify rejection of the work, repair the concrete as directed, and provide a General Surface Finish in accordance with 400- 15. If the Engineer determines that the concrete where the form is r removed is unsatisfactory, remove additional forms as necessary to inspect and repair the slab, and modify the method of construction as required to obtain satisfactory concrete in the slab. Remove and replace all unsatisfactory concrete as directed at no expense to the Department. r If the method of construction and the results of the inspections as outlined above indicate that sound concrete has been obtained throughout the slabs, the amount of sounding and form removal may be reduced when approved . Provide the facilities for the safe and convenient conduct of the inspection procedures. 400-5. 8 Stay-In-Place Concrete Forms: 400-5.8. 1 General : Permanent stay-in-place precast reinforced concrete forms may be used in lieu of removable forms to form concrete bridge deck slabs subject to the conditions contained herein . Precast reinforced concrete stay-in-place forms are not permitted to construct r TECHNICIAL PROVISIONS TP- 24 171F,ngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical r Prnvicinns rtf SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT ' F . Partial deliveries of component parts of equipment shall be clearly marked to identify the equipment, to permit easy accumulation of parts , and to facilitate assembly . G . Immediately on delivery, inspect shipment to assure : _ 1 . Product complies with requirements of Contract Documents and reviewed submittals . 2 . Quantities are correct. 3 . Containers and packages are intact, labels are legible . 4 . Products are property protected and undamaged . 1 . 3 PRODUCT HANDLING A . Provide equipment and personnel necessary to handle products , including ,. those provided by OWNER , by methods to prevent soiling or damage to products or packaging . B . Provide additional protection during handling as necessary to prevent scraping , marring or otherwise damaging products or surrounding surfaces . C . Handle products by methods to prevent bending or overstressing . D . Lift heavy components only at designated lifting points. ■ E . Materials and equipment shall at all times be handled in a safe manner and as recommended by manufacturer or supplier so that no damage will occur to ■ them . Do not drop , roll or skid products off delivery vehicles . Hand carry or use suitable materials handling equipment. ■ + + END OF SECTION + + r 0209-01610 - Transportation and Handling of Materials and Equipment.doc r 01610-2 FAEngineeringlCapital Projects\0209-4th Street Bridge Over Gooch Ditch\0209-4th Street Bridge Over Gooch 07-20.0650209-01610 - Transportation and Handling of Materials and Equipment.doc • r • a composite concrete deck. Do not use precast prestressed concrete stay-in-place forms to form any permanent bridge decks . When detailed plans for structures are dimensioned for the use of removable forms , • provide additional slab thickness , elevation changes, changes in design , etc . to accommodate the use of stay-in-place forms , subject to the Engineer' s approval . The Engineer will compute pay quantities of the various component members of the structure which are paid on a cubic • yard [cubic meter] basis from the design dimensions shown on the plans with no allowance for changes in deflection and changes in dimensions necessary to accommodate the stay-in-place forms. The Engineer will limit pay quantities of other Contract items which are increased to • accommodate the use of stay-in-place forms to the quantity required for the original plan design . Prior to using stay-in-place forms, submit for approval detailed plans of the forming system and design calculations . Indicate on the plans the form panel sizes , placing patterns , type of mastic or felt bearing material and type and method of caulking between panels . Also , submit appropriate changes in design details of structural members supporting stay-in-place forms showing any revisions necessary to enable the supporting components to withstand the additional weight of the forms and perform equally as contemplated in the plans . All calculations and details submitted shall be sealed by the Specialty Engineer. Modify the beams to provide additional strength to compensate for the added dead loads imposed by the use of stay-in-place forms. Obtain this strength by adding additional strands to prestressed girders or increasing the • section modulus for steel girders . Do not use stay-in-place forms until the forming system and any necessary design revisions of supporting structural members have been approved by the Engineer. The Department is not responsible for the performance of the stay-in-place forms by • its approval . r 400-5. 8.2 Materials: Construct permanent concrete forms of precast reinforced concrete with a Class 3 Surface Finish . As a minimum , use the same class of concrete and 28-day minimum compressive strength as being used to construct the bridge deck. Use welded steel wire reinforcement meeting the requirements of Section 931 . 400-5.8.3 Design : Use the following criteria for the design of permanent bridge deck forms: ( 1 ) Design the forms on the basis of deadioad of form , reinforcement, and plastic ' concrete plus an unfactored live load of 50 psf [2.4 kPa] for construction loads. Meet the AASHTO design requirements for service loads and ultimate loads as applicable . (2) Deflection under the weight of the forms, reinforcement, and the plastic concrete • shall not exceed 1 / 180 of the form span or 1 /2 inch [ 13 mm] , whichever is less. In all cases, do not use a loading that is less than 120 psf [5. 75 kPa] total . (3) Use a design span of the form equal to the clear span of the form between • supports. Measure the span of concrete forms parallel to the centerline of the form panels . (4) Compute physical design properties of concrete forms in accordance with current AASHTO design procedures . • (5) Ensure that all steel reinforcement contained in the cast-in -place concrete has the minimum cover shown on the plans or not less than 1 inch [25 mm] , whichever is greater. Measure the minimum cover normal to the plane of the bottom of the cast-in-place concrete. For • stay-in-place concrete forms with other than plane surfaces in contact with the cast-in-place concrete , such as regularly spaced geometrical shapes projecting above the plane of the bottom of the cast-in-place concrete , meet the following special requirements : (a) Space geometrical shapes projecting above the bottom plane of the cast-in- place concrete used to provide support for reinforcement no closer than 3 feet [ 1 . 0 m] apart and of sufficient height to maintain the required concrete cover on the bottom mat of reinforcing steel . (b) Construct all other geometrical shapes projecting above the plane of the bottom of the cast-in-place concrete to provide a minimum vertical clearance of 3/4 inch [19 mm] between the closest surface of the projections and the secondary longitudinal reinforcing steel in the deck slab. TECHNICIAL PROVISIONS TP- 25 '� F9Engineering\Capita1 Projects\0209.4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Conch 07-20-0610209 Technical (c) Do not allow a minimum horizontal distance from the surface of any transverse reinforcing steel to surfaces of the stay-in-place form of less than 1 112 inches [38 mm]. For all steel reinforcement for the stay-in-place form panels , provide a minimum of 1 inch [25 mm] concrete cover except that, for construction in a salt or other corrosive environment, provide a minimum of 1 112 inches [38 mm] concrete cover. (6) Maintain the plan dimensions of both layers of primary deck reinforcement from the top surface of the concrete deck. Measure the minimum cover of the bottom mat of steel normal to the top of the precast concrete form panel . (7) Do not consider the permanent bridge deck form as lateral bracing for compression flanges of supporting structural members . (8) Do not use permanent concrete bridge deck forms in panels where longitudinal deck construction joints are located between stringers . (9) Do not allow the maximum weight of the concrete form to exceed 40 Ib/ft2 [ 195 kg/m2] of form surface. 400-5. 8.4 Construction : Install all forms in accordance with approved fabrication and i erection plans. For concrete forms , provide a minimum bearing length of at least 1 1 /2 inches [38 mm] but not exceeding 2 1 /2 inches [64 mm]. Support concrete forms on the beams or girders by continuous layers of an approved mastic or felt bearing material that will provide a mortar tight uniform bearing . Use a mastic or felt bearing material that has a minimum width of 1 inch [25 mm] and a maximum width of 1 112 inches [38 mm]. Seal joints between concrete form panels with caulking , tape , or other approved method . 400-5.8.5 Placing of Concrete : Place the concrete in accordance with the requirements of 400-5.7 . 5. Immediately prior to placing the slab concrete, saturate concrete stay-in-place form panels with water. I . 400-5.8 .6 Inspection: Inspect the concrete in accordance with the requirements of 400- 5 . 7 . 6 . After the deck concrete has been in place for a minimum period of two days, inspect the forms for cracks and excessive form deflection , and test for soundness and bonding of the forms by sounding with a hammer as directed by the Engineer. Remove,--for visual inspection , form panels found to be cracked that show evidence of leakage and form panels which have a . deflection greater than adjacent panels by 1 /2 inch [13 mm] or more which show signs of leakage. If sounding discloses areas of doubtful soundness to the Engineer, remove the form panels from such areas for visual inspection after the concrete has attained adequate strength . Remove permanent bridge deck form panels at no expense to the Department. At locations where sections of the forms have been removed , the Engineer will not require the forms to be replaced. Repair the adjacent forms and supports to present a neat appearance and to ensure their satisfactory retention . As soon as the form is removed , the ., Engineer will examine the concrete surfaces for cavities, honeycombing , and other defects . If irregularities are found , and the Engineer determines that these irregularities do not justify rejection of the work, repair the concrete as directed and provide a General Surface Finish in accordance with 400-15 . If the concrete where the form is removed is unsatisfactory, as determined by the Engineer, additional forms shall be removed as necessary to inspect and repair the slab, and modify the methods of construction as required to obtain satisfactory concrete in the slab. Remove and replace all unsatisfactory concrete as directed at no expense to the Department. If the methods of construction and the results of the inspections as outlined above indicate that the Contractor has obtained sound concrete throughout the slabs, the Contractor may moderate the amount of sounding and form removal , when approved . Provide all facilities for the safe and convenient conduct of the inspection procedures. TECFINICIAL PROVISIONS • TP- 26 F:\Engineeriag\Capita! Projects10209-4th Street Bridge Over Comb Ditch\0209-4th Street Bridge Over Coach 07-20-0610209 Technical ■ Prnvicinna rtf SECTION 01611 STORAGE OF MATERIAL AND EQUIPMENT • 1 . 1 GENERAL A . Store and protect materials and equipment in accordance with manufacturer's recommendations and requirements of Specifications . B . Make all arrangements and provisions necessary for the storage of materials and equipment . Place all excavated materials , construction equipment, and materials and equipment to be incorporated into the Work, so as not to injure any part of the Work or existing facilities , and so that free access can be had at all times to all parts of the Work and to all public utility installations in the vicinity of the Work. Keep materials and equipment neatly and compactly stored in locations that will cause a minimum of inconvenience to other contractors , public travel , adjoining owners , tenants and occupants . Arrange storage in a ■ manner to provide easy access for inspection . C . Areas available on the construction site for storage of material and equipment shall be as shown or approved by the ENGINEER . D . Store materials and equipment which are to become the property of the OWNER to facilitate their inspection and insure preservation of the quality and fitness of the Work, including proper protection against damage by extreme temperatures and moisture . ■ E . Do not use lawns , grass plots or other private property for storage purposes without written permission of the OWNER or other person in possession or ■ control of such premises . F . CONTRACTOR shall be fully responsible for loss or damage to stored materials and equipment. G . Do not open manufacturers containers until time of installation unless recommended by the manufacturer or otherwise specified . H . When appropriate store materials on wood blocking so there is no contact with the ground . • + + END OF SECTION + + 01611 -1 01611 —Storage of Material F9Engineering\Capital Projects\0209-4th Street Bridge Over Coach Ddch\0209-4th Street Bridge Over Cooch 07-20-06\0209-01611 - a Storage of Matedals.doc AW 400-6 Weep Holes. Provide weep holes in all abutments , retaining walls , and culverts over 5 feet [ 1 . 5 m] in height. Provide weep holes that are at least 3 inches [75 mm] in diameter and not more than 10 feet [3 m] apart, but do not place any weep holes under the area to be occupied by the base or pavement. Place the outlet ends of the weep holes just above the ground line in front of abutments and retaining walls . In culverts , place weep holes approximately 6 inches [ 150 mm ] above the top of the floor slab. Cover the inside ends of all weep holes with wire mesh and at least 2 ft3 [0. 05 m3] of clean , broken stone or gravel, so placed as to allow free drainage but at the same time prevent the fill from washing out. From approximately 6 inches [ 150 mm] below the bottom of the inside ends of the weep holes , carry a column of clean , broken stone or gravel at least 1 ft2 [0. 1 m2] up against the back of the wall to the surface of the original ground . 400-7 Placing Concrete. 400-7. 1 Temperature Restrictions : . 400-7 . 1 . 1 Concreting in Cold Weather: Do not place concrete when the temperature of the concrete at placement is below 45°F [7nC]. Meet the air temperature requirements for mixing and placing concrete in cold weather as specified in Sections 346. During the curing period, if NOAH predicts the ambient temperature to fail below 351F [21C] for 12 hours or more or to fall below 30OF [- 10C] for more than 4 hours , enclose the structure in such a way that the concrete and air within the enclosure can be kept above 601F [161C] for a period of 3 days after placing the concrete or until the concrete reaches a minimum compressive strength of 1 , 500 psi [10 MPa] . Assume all risks connected with the placing and curing of concrete. Although the Engineer may give permission to place concrete , the Contractor is responsible for satisfactory results . If the placed concrete is determined to be unsatisfactory, remove , dispose of, and replace the concrete at no expense to the Department. 400-7. 1 .2 Concreting in Hot Weather: Meet the temperature requirements and special measures for mixing and placing concrete in hot weather as specified in Section 346. When the temperature of the concrete as placed exceeds 75OF [240C], incorporate in the concrete mix a water-reducing retarder or water reducer if allowed by Section 346 . .. Spray reinforcing steel and metal forms with cool fresh water just prior to placing the concrete in a method approved by the Engineer. Assume all risks connected with the placing and curing of concrete. Although the Engineer may give permission to place concrete , the Contractor is responsible for satisfactory results . If the placed concrete is determined to be unsatisfactory , remove, dispose of, and replace the concrete at no expense to the Department. 400-7.2 Lighting Requirements : Provide adequate lighting for all concrete operations conducted at night. Obtain approval of the lighting system prior to starting the concrete operations. 400-7. 3 Inspections before Placing Concrete: Do not place concrete until the depth and character of the foundation and the adequacy of the forms and falsework have been approved by the Engineer. Do not deposit any concrete until all reinforcement is in place and has been inspected and approved by the Engineer. 400-7.4 Exposure to Water: Do not expose concrete other than seal concrete in cofferdams to the action of water before final setting . Do not expose such concrete to the action of salt or brackish water for a period of seven days after placing the concrete. Protect the concrete during this period by keeping salt or brackish water pumped out of cofferdams . 400-7 .5 General Requirements for Placing Concrete: Do not place any concrete prior to approval of the Contractors quality control plan in accordance with 6-8 . Deposit concrete as . nearly as possible in its final position. Do not deposit large quantities at one point and then run or work it along the forms . Take special care to fill each part of the forms, to work coarse aggregate back from the face, and to force concrete under and around reinforcing bars without displacing them . TECI-INICIAL PROVISIONS TP- 27 FAEngincering\Capital Projects\0209-41h Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Use a method and manner of placing concrete that avoids the possibility of segregation .. or separation of aggregates . If the Engineer determines that the quality of concrete as it reaches its final position is unsatisfactory, remove it and discontinue or adjust the method of placing until the Engineer determines that the quality of the concrete as placed is satisfactory . Use metal or metal-lined open troughs or chutes with no aluminum parts in contact with the concrete . Where steep slopes are required , use chutes that are equipped with baffles or are in short lengths that reverse the direction of movement. Where placing operations would involve dropping the concrete freely more than 5 feet [1 . 5 m] , deposit it through pipes, troughs , or chutes of sheet metal or other approved material. Use troughs , chutes, or pipes with a combined length of more than 30 feet [10 m] only with the Department's authorization. Keep all troughs , chutes, and pipes clean and free from coatings of hardened concrete by thoroughly flushing them with water after each run or more often if necessary . Place all foundation concrete against supporting material that is moist at the time of concrete placement. If additional water is required , uniformly apply it ahead of the concrete placement as directed by the Engineer. Do not place concrete on supporting material that is frozen . The Contractor may use a moisture barrier in lieu of controlling the foundation grade moisture when approved by the Engineer. 400-7.6 Placing Concrete by Belt Conveyor: Place concrete by means of a belt conveyor system with written Department authorization . Remove conveyor belt systems which produce unsatisfactory results before continuing operations. Take concrete samples for assurance testing at the discharge end of the belt conveyor system. Make available to the Engineer the necessary platform to provide a safe and suitable place for sampling and testing . Remove any concrete placed in an unsatisfactory manner at no expense to the Department before continuing r operations. Use conveyor belt systems that do not exceed a total length of 550 feet [170 m] , measured from end to end of the total assembly. Arrange the belt assembly so that each section discharges into a vertical hopper arrangement to the next section. To keep segregation to a minimum , situate scrapers over the hopper of each section to remove mortar adhering to the belt and to deposit it into the hopper. Equip the discharge end of the conveyor belt system with r a hopper and a chute or suitable deflectors to cause the concrete to drop vertically to the deposit area. In order to avoid delays due to breakdowns , provide stand-by equipment with an alternate power source prior to the beginning of the placement. After the beginning of the placement, direct the discharge from the belt conveyor so that the concrete always falls on freshly placed concrete. 400-7.7 Placing Concrete by Pumping : In general, use concrete pumping equipment that is suitable in kind and adequate in capacity for the work proposed . Use a pump discharge line that has a minimum diameter of 4 inches 1100 mm]. Use a pump and discharge lines that are constructed so that no aluminum surfaces are in contact with the concrete being pumped . .� Operate the pump to produce a continuous stream of concrete , without air pockets. When using cement slurry or similar material to lubricate the discharge line when pumping begins, collect such material at the point of discharge. Dispose of the collected slurry in areas provided by the Contractor. Control the pump discharge locations so that the placement locations of the various lots of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength . When concrete is placed by pumping , take all test samples of concrete at the end of the discharge line, except in accordance with the provisions of 346. 400-7.8 Consolidation : Consolidate the concrete by continuous working with a suitable tool in an acceptable manner, or by vibrating as set forth in. 400-7 . 11 . When not using vibrators, thoroughly work and compact all thin-section work with a steel slicing rod. Spade all faces , and flush the mortar to the surface by continuously working with a concrete spading implement. 400-7.9 Obstructions : In cases where , because of obstructions , difficulty is encountered in puddling the concrete adjacent to the forms , bring the mortar content of the mix into contact with the interior surfaces by vibrating the forms . Produce the vibrations by striking the outside surfaces of the forms with wooden mallets or by other satisfactory means . In placing concrete around steel shapes place it only on one side of the shape until it flushes up over the bottom TECHNICIAL PROVISIONS TP- 28 F:Engineering%Capital Projects\0209-4th Street Bridge Ova Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical SECTION 01630 SUBSTITUTIONS 1 . 1 GENERAL A. Requests for review of a substitution shall conform to the requirements of Article 6 . 05 , "Substitutes and Or-Equals , " of the General Conditions , and shall contain complete data substantiating compliance of the proposed substitution with the Contract Documents . • 1 . 2 CONTRACTOR 'S OPTIONS • A . For materials or equipment ( hereinafter products) specified only by reference standard , select product meeting that standard by any manufacturer, fabricator, supplier or distributor (hereinafter manufacturer) . To the maximum extent possible , provide products of the same generic kind from a single source . B . For products specified by naming several products or manufacturers , select any one of the products or manufacturers named which complies with Specifications . C . For products specified by naming one or more products or manufacturers and stating "or equivalent, " submit a request for a substitution for any product or manufacturer which is not specifically named . D . For products specified by naming only one product or manufacturer and followed by words indicating that no substitution is permitted , there is no option and no substitution will be allowed . ■ E . Where more than one choice is available as a CONTRACTOR' option , select product which is compatible with other products already selected or specified . • 1 . 3 SUBSTITUTIONS A. During a period of 15 days after date of commencement of Contract Time , ENGINEER will consider written requests from CONTRACTOR for substitution of products or manufacturers, and construction methods (if specified) . 1 . After end of specified period , requests will be considered only in case of unavailability of product or other conditions beyond control of CONTRACTOR . ■ B . Submit 5 copies of Request for Substitution . Submit a separate request for each substitution . In addition to requirements set forth in Article 6 . 7 of General -Condi- tions , include in the request the following : 1 . For products or manufacturers: a . Product identification , including manufacturer's name and address . • 01630-1 01630 Substitutions FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209-01630 - ■ Substitutions.doc � • ■ • • + f • • • ■ • • � s dw flange of the shape on the opposite side , after which place it on both sides to completion. After the concrete has taken its initial set, exercise care to avoid jarring the forms or placing any strain on the ends of projecting reinforcing bars. 400-7. 10 Requirements for Successive Layers : Generally, place concrete in continuous horizontal layers, approximately 12 inches [300 mm] thick. To avoid obtaining a plane of separation between batches , do not allow the time before placing the next successive layer to ,. exceed 20 minutes, unless the Engineer determines that adequate fluidity exists in the underlying layer. Generally, leave each layer of concrete unfinished to secure efficient bonding with the overlying layer. To minimize the visibility of joints on exposed faces , finish the top surface of the concrete immediately adjacent to the forms of the exposed face , smoothing with a plaster mason's trowel . Where required , use inset form work to eliminate featheredges and to obtain concrete layers with a minimum thickness of 6 inches [ 150 mm] . Conduct the operation of depositing and consolidating the concrete so as to form a dense , impervious mass of uniform texture with smooth faces on exposed surfaces . Remove, dispose of, and replace defective concrete as directed by the Engineer and at no expense to the Department. 400-7. 11 Vibration of Concrete : " 400-7. 11 .1 General : Consolidate all concrete except seal , culvert floors , steel pile jackets , and concrete for incidental construction by the use of mechanical vibrators . 400-7. 11 . 2 Vibrators : Provide adequate vibrators on the project that are approved by the Engineer before beginning concrete work. Generally, provide vibrators of the internal type . For thin sections, where the forms are especially designed to resist vibration , the Contractor may use external vibrators . Use a vibrator with a minimum frequency of 4, 500 impulses per minute with sufficient intensity and duration to cause complete consolidation of the concrete without causing segregation of the materials . For vibrating thin , heavily reinforced sections , use heads of such size to secure proper vibration of the concrete without disturbance of either the reinforcing steel or the forms. 400-7. 11.3 Number of Vibrators Required : Use a sufficient number of vibrators to secure the compaction of each batch before the next batch is delivered , without delaying the ow delivery. In order to avoid delays due to breakdowns , provide at least one stand-by vibrator, with an appropriate power source. 400-7. 11 .4 Method of Vibration : Use vibrators to consolidate properly placed concrete . Do not use them to move concrete about in the forms. insert the vibrators in the surface of concrete at points spaced to ensure uniform vibration of the entire mass of the concrete. Insert the vibrator at points that are no further apart than the radius over which the vibrator is visibly effective. Allow the vibrator to sink into the concrete by its own weight, and allow it to penetrate into the underlying layer sufficiently so that the two layers are thoroughly consolidated together. After thoroughly consolidating the concrete, withdraw the vibrator slowly to avoid formation of holes . .. 400-7 . 11 .5 Hand Spading: When necessary in order to secure well-filled forms , free from aggregate pockets, honeycomb, bubbles , . etc. , spade the concrete by hand , along the surfaces of the forms and in all comers , following the vibration . 400-7.12 Columns : Place concrete in columns in one continuous operation for each lift as shown in the plans . 400-7.13 Slabs and Bridge Decks: 400 -7 . 13.1 Bulkheads, Screed Rails, and Screeding Devices : Strike-off the concrete using an approved metal screed operating on rails or bulkheads . Use devices which do not contain aluminum parts . Prior to placing concrete, provide an approved screed capable of striking-off and screeding the surface of the slab or deck to the required shape . Set all necessary bulkheads and screed rails to the required grade . Use bulkheads , screed rails, and screeding devices that permit vertical profile adjustment to the grade, satisfactory for providing straight transverse slopes , differing transverse slopes broken as shown in the plans and/or tranversing slopes with changing grade along the longitudinal length of slab or deck. Locate the screed rails so the entire placement surface can be screeded to grade without using intermediate screed rails , unless approved otherwise by the Engineer. TECHNICIAL PROVISIONS TP- 29 FAEngineedng\Capital Projeets10209-4th Street Bridge Over Cooeh DitcM02094th Street Bridge Over Cooch 07-20-06\0209 Technical Pmv,e,nne rff Use a screed consisting of a truss or heavy beams that will retain it' s shape under all .r working conditions, and a set of rotating drums with a diameter sufficient to carry a 2 inch [50 mm] mortar roll in front of and parallel to the axis of the drums , while making an initial pass . Adjust the drums to prevent mortar buildup forming behind the trailing edges of the drums. As an alternate to the drum type screed , a mechanical screed with a metal strike-off may be used . Equip the mechanical screed with mechanical vibrators to provide continuous uniform vibration to the entire length unless otherwise authorized by the Engineer. Small and irregularly shaped areas may be screeded in a manner approved by the Engineer. 400-7.13.2 Screed Demonstration : Subsequent to the placement of all reinforcing steel and prior to placing any slab or deck concrete, demonstrate that the proposed equipment and methods can finish the concrete to the specified grades while maintaining the specified cover r over the reinforcement. Provide the demonstration over the entire length and width of the spans to be placed. During the demonstration , load the screed support rails that are cantilevered beyond the fascia girders to simulate the concrete loading that will be placed on the rail support system during actual placement and screeding operations. 400-7. 13.3 Screeding Operations: Perform concrete placement and screeding as independently controlled mechanical operations . Ensure that the traverse of the screed and forward movement of the screeding equipment are independent of the movement of concrete placement equipment. Level the concrete in front of the screed as near to the finished grade as possible to prevent the screed from rising off the rail and forming uneven ridges behind the screed. Pass the screed over the slab or deck as many times as necessary to obtain a satisfactory surface. Provide a concrete surface true to grade and crown , and free of irregularities. Do not add water to the concrete surface to assist in finishing operations unless specifically authorized by the Engineer. If the Engineer permits the addition of water, apply only a fog mist, above the concrete surface , by means of approved power driven spray equipment. 400-7. 13.4 Placing Operations : Select an approved concrete design mix which ensures complete placement of all slab or deck concrete between construction joints before initial set begins in the plastic concrete. On placements of 50 yd' [40 m3] or less, the minimum placement rate is 20 yd3/h [ 15 M3/h] . On placements of greater than 50 yd3 140 m3] , the minimum placement rate is 30 yd3/h [23 m3lh]. The Engineer will not permit slab or deck placements until an acceptable plan for meeting the minimum placement rate is approved . 400-7. 13.5 Concrete Decks on Steel Spans: Where concrete decks are placed on steel spans, release the temporary supports under the bridge before placing any concrete. 400-7.13.6 Concrete Decks on T-Beams : For cast-in-place T-beam construction , cast the slabs and beams in one continuous operation. As an exception , where special shear anchorage or keys are provided for in the plans or approved by the Engineer, the beams and slabs may be constructed in successive placements . 400-7.13 .7 Diaphragms: Place concrete diaphragms at least 48 hours before the bridge deck slabs are placed unless otherwise indicated in the plans . 400-7 . 13.8 Weather Protection : Provide an approved means of protecting unhardened concrete from rain . Position the protection system to shield the concrete from rain and running water. Provide a shield impervious to water over the slab or deck concrete, of sufficient size to protect all areas of slab or deck concrete subject to water damage, and include a means of intercepting and diverting water away from freshly placed concrete . Arrange the equipment so that the weather protection system can be erected over unhardened concrete . When there is a possibility of rain during concrete placement operations, place the weather protection system in stand-by readiness , capable of being deployed in a timely manner. Use the weather protection immediately when rain begins so that slab or deck concrete damage will not occur. Do not place concrete during rain . Assume responsibility for damage to the slab or deck in the case of failure of the weather protection system . Describe the weather protection materials and methods in the Contractor's quality control plan. TECHNICIAL PROVISIONS TP- 30 FAEngineering\Capital Projects\02094th Street Bridge Over Coach Ditch\02094th Street Bridge Over Coach 07-20-06\0209 Technical r Pmvio,nnc rtf W b . Manufacturer's literature with product description , performance and test data , and reference standards. w c . Samples , if appropriate . d . Name and address of similar projects on which product was used , and date of installation . 2 . For construction methods (if specified) : a . Detailed description of proposed method . b . Drawings illustrating method . 3 . Such other data as the ENGINEER may require to establish that the proposed substitution is equal to the product, manufacturer or method specified . W ' C . In making Request for Substitution , CONTRACTOR represents that: 1 . CONTRACTOR has investigated proposed substitution , and deter- mined that it is equal to or superior in all respects to the product, manufacturer or method specified . 2 . CONTRACTOR will provide the same or better guarantees or warranties for proposed substitution as for product, manufacturer, or method specified . w 3 . CONTRACTOR waives all claims for additional costs or extension of time related to a proposed substitution that subsequently may become apparent. w D . A proposed substitution will not be accepted if: 1 . Acceptance will require changes in the design concept or a substantial revision of the Contract Documents . 2 . It will delay completion of the Work , or the work of other contractors . 3 . It is indicated or implied on a Shop Drawing and is not accompanied by w a formal Request for Substitution from CONTRACTOR . E . If the ENGINEER determines that a proposed substitute is not equal to that specified , furnish the product, manufacturer, or method specified at no additional cost to OWNER . F . Approval of a substitution will not relieve CONTRACTOR from the requirement for submission of Shop Drawings as set forth in the Contract Documents . G . The procedure for review by Engineer will include the following : 1 . Requests for review of substitute items of material and equipment will not be accepted by Engineer from anyone other than CONTRACTOR . 2 . Upon receipt of an application for review of a substitution , Engineer will determine whether the review will be more extensive than a normal shop drawing review for the specified item . 01630-2 01630 Substitutions FAEngineeringZapital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209-01630 - ■ Substitutions. doc ■ r ■ • 400-7. 14 Concrete Box Culverts : In general , place the base slab or footing of concrete box culverts , and allow them to set before constructing the remainder of the culvert. In this case , make suitable provision for longitudinal keys . Construct bottom slabs , footings, and apron walls +� as a monolith if practicable . Where transverse construction joints are necessary , place them at right angles to the culvert barrel , and make suitable provision for keys . In the construction of box culverts having walls 6 feet [1 . 8 m] or less in height , the .. sidewalls and top slab may be constructed as a monolith or may place the concrete in the walls and allow it to set before placing the top slab concrete. Where the height of the box culvert walls exceed 6 feet [1 . 8 m ] , place the walls , and ,. allow the concrete to set at least 12 hours before placing the top slab concrete . In such cases , form keys in the sidewalls . When casting the walls and top slabs of box culverts as a monolith , ensure that any necessary construction joints are vertical. Design all construction joints with formed keys. Provide keys that are beveled as shown in the plans or as directed , but do not allow the edge of the beveled material forming the key to be less than 1 112 inches [38 mm] from the edge of the concrete . Construct each wingwall , if possible, as a monolith . Ensure that construction joints, where unavoidable , are horizontal and so located that no joints will be visible in the exposed face of the wing above the ground line. Precast box culvert sections may be used in lieu of cast-in-place box culvert construction provided the provisions in Section 410 are satisfied . 400-8 Seals. 400-8. 1 General : Wherever practicable, dewater all foundation excavations , and deposit the concrete in the dry as defined in 455-15. 2 . Where conditions are encountered which render it impracticable to dewater the foundation before placing concrete , the Engineer may authorize the construction of a concrete foundation seal of the required size . Then, dewater the foundation , and place the balance of the concrete in the dry . When required to place seal concrete, the Contractor is responsible for the satisfactory performance of the seal in providing a watertight excavation for placing structural concrete. The Department will provide and pay for the seal concrete as an aid to the construction of the structure. Repair seal concrete as necessary to perform its required function at no expense to the Department. 400-8. 2 Method of Placing : Carefully place concrete deposited under water in the space in which it is to remain by means of a tremie , a closed-bottom dump bucket of not less than 1 yd3 10 . 75 m3] capacity, or other approved method . Do not disturb the concrete after depositing it. Deposit all seal concrete in one continuous placement. Do not place any concrete in running water, and ensure that all form work designed to retain concrete under water is watertight. ., 400-8.3 Use of Tremie : Use a tremie consisting of a tube having a minimum inside diameter of 10 inches [250 mm] , constructed in sections having water-tight joints . Do not allow any aluminum parts to have contact with the concrete . Ensure that the discharge end is entirely seated at all times, and keep the tremie tube full to the bottom of the hopper. When dumping a batch into the hopper, keep the tremie slightly raised (but not out of the concrete at the bottom) until the batch discharges to the bottom of the hopper. Stop the flow by lowering the tremie . Support the tremie such as to permit the free movement of the discharge end over the entire top surface of the work and to permit its being lowered rapidly when necessary to choke off or retard the flow. Provide a continuous , uninterrupted flow until completing the work. Exercise special care to maintain still water at the point of deposit. 400-8.4 Time of Beginning Pumping : Do not commence pumping to dewater a sealed cofferdam until the seal has set sufficiently to withstand the hydrostatic pressure ; and in no case earlier than 72 hours after placement of the concrete . TECHNICIAL PROVISIONS TP- 31 '� FAEngineering\Capital Projects\0209-4th Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Cooch 07-20-WO209 Technical 400-9 Construction. Joints. 400-9: 1 Location: Make construction joints only at locations shown in the plans or in the placement schedule, unless otherwise approved in writing . If not detailed in the plans or placement schedule , or in case of emergency, place construction joints as directed . 400-9.2 Provisions for Bond and Transmission of Shear: Use shear key reinforcement where necessary to transmit shear or to bond the two sections together. 400-9.3 Preparations of Surfaces: Before depositing new concrete on or against concrete which has hardened , re-tighten the forms . Roughen the surface of the hardened concrete in a manner that will not leave loosened particles , aggregate, or damaged concrete at the surface. Thoroughly clean the surface of foreign matter and laitance, and saturate it with water. ` 400-9.4 Placing Concrete : Continuously place concrete from joint to joint. Carefully finish the face edges of all joints which are exposed to view true to line and elevation . 400-9.6 Joints in Sea Water or Brackish Water: For concrete placed in sea water or brackish water, do not place any construction joints between points 2 feet [0 .6 m] below extreme low tide and 4 feet [ 1 . 2 m] above extreme high tide . 400-9.6 Joints in Long Box Culverts : For long concrete box culverts , vertical construction joints may be placed at a spacing not less than 30 feet [9 m]. When using transverse construction joints , ensure that longitudinal reinforcing steel is continuous through the joint and that the joint is vertical . 400 -9 .7 Joints in Concrete Bridge Decks : When the plans provide an option for or require . joints in concrete decks to be made with a saw cut, make the cut in accordance with plan details and no later than the day following concrete placement. 400-10 Expansion Joints. 400-10 . 1 General : After meeting the smoothness criteria in 400- 15 , construct expansion joints to permit absolute freedom of movement . Carefully remove all loose or thin shells of mortar likely to cause a spall with movement at a joint from all expansion joints as soon as possible . 400-10 .2 Sealed Joints: Fill expansion joints with a preformed joint filler. Cut the filler to conform to the cross-section of the structure, and furnish it in as few pieces as practicable , using only a single piece in each curb section . Do not use small pieces that would tend to come loose . Prepare joints to be sealed and apply the sealer in accordance with approved manufacturer's directions. 400-10.3 Joint System Installation : After receiving the Engineer's acceptance of the bridge deck and approach slab smoothness, install the joint following the manufacturers instructions, on a profile tangent between the ends of the deck and/or approach slab to within a +0 and -1 /2 inch [+0 and -3 .0 mm] variation as determined by string line parallel to the centerline of the structure at maximum 3 foot [ 1 . 0 m] intervals along the joint. 400-11 Contact and Bearing Surfaces. 400-11 .1 Separation of Surfaces: In general , separate all contact surfaces between superstructure and substructure .or end walls and between adjacent superstructure sections by a layer of 55 Ib [25 kg] roofing felt. 400-11 .2 Finishing of Bearing Surfaces : Pay special attention to bearing areas supporting shoes , bearing pads, or the ends of beams or slabs. In general , float-finish such areas , and grind them to true planes with carborundum . If precast, they may be cast against true metal surfaces. Check all such areas for accuracy with a steel straightedge prior to the setting of shoes , bearing pads or superstructure elements . 400-11 . 3 Beam and Deck Slab Units : Do not allow the bearing plate or bearing area plane ,. of precast concrete beam and deck slab units , including prestressed units , to deviate from a true plane by more than 1 /8 inch 13 mm] when both bearing areas of a unit are tested on a level plane. Provide a bearing plate or bearing area that also proves to be a true plane when tested in i all directions of the plane surface with a steel straightedge . In the event that a 100% true plane is not achieved, the Engineer will accept a surface having not less than 80 % of its area in a true plane provided the deviations from such true plane are evenly distributed . Remove minor TECENICIAL PROVISIONS TP- 32 R\Engineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Comb 07-20-06\0209 Technical Pmn.mnne of 3 . If the substitution will not require a more extensive review, Engineer will proceed with the review without additional cost to CONTRACTOR . 4 . If the substitution requires a more extensive review, Engineer will proceed with the review only after CONTRACTOR has agreed to reimburse Owner for the review cost. 5 . Engineer may require CONTRACTOR to furnish at CONTRACTOR' s expense additional data about the proposed substitute . H . Any redesign of structural members shall be performed by , and the plans signed and sealed by, a Professional Engineer registered in the State of Florida . The redesign shall be at the CONTRACTOR' s expense . Any redesign will require an extensive review by the Engineer. The CONTRACTOR must agree to reimburse the Owner for the review cost prior to the Owner's Engineer proceeding with the design review. The ENGINEER's hourly rate for review is $ 125 per hour. The ENGINEER' s estimated cost of review shall be provided to the CONTRACTOR prior to proceeding with the review to allow the CONTRACTOR the opportunity to rescind the request. I . Engineer will be allowed a reasonable time within which to evaluate each proposed substitution . Engineer will be the sole judge of acceptability and shall have the right to deny use of any proposed substitution . The CONTRACTOR shall not order, install , or utilize any substitution without either an executed Change Order or Engineer's notation on the reviewed shop drawing . Owner may require CONTRACTOR to furnish at CONTRACTOR's expense a special manufacturer' s performance guarantee(s) or other surety with respect to any substitute and an indemnification by the CONTRACTOR . ENGINEER will record time required by Engineer and Engineer's consultants in evaluating substitutions proposed by CONTRACTOR and in making changes in the Contract Documents occasioned thereby. Whether or not a proposed substitute is sued , CONTRACTOR shall reimburse Owner for the charges of Engineer and Engineer's consultants for evaluating each proposed substitute . J . Substitute materials or equipment may be proposed for acceptance in accordance with this Section . In the event that substitute materials or equipment are used and are less costly than the originally specified material or equipment, than the net difference in cost shall benefit the Owner and CONTRACTOR in ■' equal proportions. This cost difference shall not be reduced by any failure of the CONTRACTOR to base his bid on the named materials or equipment. + + END OF SECTION + + .I 01630-3 01630 Substitutions ■ F:\Engineering\Capital Projects10209-4th Street Bridge Over Cooch D@ch10209-4th Street Bridge Over Cooch 07-20-06\0209-01630 - Substitutions.doc r ■ convex projections by grinding with an abrasive stone. The Engineer will accept minor depressions, provided that they amount to not more than 20% of the bearing area , are evenly distributed over the entire bearing area , and are not deeper than 118 inch [3 mm] . 400-11 .4 Bearing Pads : Use bearing pads for seating bridge shoes, ends of beams , and slabs of the types specified or required in the plans. Fumish and install Composite Neoprene Pads as detailed in the plans . Place neoprene pads , where specified or required, directly on masonry surfaces finished in accordance with the requirements of this Article. Ensure that pads , bearing areas of bridge seats , and metal bearing plates are thoroughly cleaned and free from oil , grease, and other foreign materials . Exercise care in fabrication of related metal parts to avoid producing conditions detrimental to the performance of the pads , such as uneven bearing , excessive bulging , etc. 400-12 Anchor Bolts and Dowels . Set anchor bolts and dowels as specified in 460-30. Galvanize all anchor bolts as specified in 460-30. 400-13 Epoxy Bonding Compounds. Where epoxy bonding compounds for bonding concrete are specified or required , apply the epoxy bonding materials only to clean , dry , structurally sound concrete surfaces . Provide surface preparation , application , and curing of epoxy bonding compound in strict accordance with the manufacturer's recommendations for each particular application. Use an epoxy bonding compound listed on the Department's Qualified Products List. " 400-14 Removal of Forms. Use the table below as the criterion for minimum time or compressive strength required before removal of forms or supports . When using the time period criterion , include in the time period all days except days in which the temperature falls below 40eF [4eC] . Use the specified 28-day minimum compressive strength value as stated in 346-3 . 1 for each r Class of Concrete utilized . Minimum -rime for Form Minimum (%) of 28-day Compressive Location of Concrete Placement Removal for an Strength th Concrete Removal for Form Removal ( 1 ) Deck slabs , top slabs of culverts and bottom of caps , forms under sidewalks , and safety cur overhangs extending more than 2 feet 0.6 m (a) Class ll (Bridge Deck) 7 days* 75* b Class II (Other than Bride Deck) 7 days 75 (c) Class III 7 days 70 d Class IV 7 days 60 (e) Class V 7 days 50 (2) Walls, piers, columns, sides of beams 24 hours** 50** and other vertical surfaces (3) Front face form of curbs 6 hours 70 Reference 400- 16.4 **Do not place additional load on the section until 70% of the specified 28-day concrete strength is attained. Also , refer to 400-7 . 4. When using the percent of required strength , cast test cylinders from representative concrete for compressive strength determination . Provide the Engineer with a minimum of three cylinder breaks , established at different curing times and concrete strength , so he can develop a curve relating curing time to concrete strength . Cure such test cylinders as nearly as practical in the same manner as the concrete in TECENICIAL PROVISIONS TP- 33 F:1EngineeringlCapitel Projects10209.4th Street Bridge Over Couch Dhch10209-4th Street Bridge Over Cooch 07-20-06\0209 Technical the corresponding structural component, and test them in accordance with ASTM C 39 [ASTM .� C 39M] and ASTM C 31 [ASTM C 31M] . Perform casting , curing , and testing at no expense to the Department and under the observation of the Engineer. When approved by the Engineer, the Contractor may use test results certified by a testing laboratory approved by the Department as a basis for form removal . When concrete strength tests indicate a compressive strength equal to or greater than the percentage of specified strength shown in the table above , the Contractor may remove the forms. Curing periods so established may be used so long as the ambient temperature is equal to or greater than the temperature existing during the curing of the test cylinders . When the temperature falls 15°F [80C] or more below the ambient temperature existing during the test cylinder curing period , repeat the test procedure outlined above, and establish a different curing period for the different ambient temperature. Do not remove forms at any time without the consent of the Engineer. Even when the Engineer provides consent to remove the forms , the Contractor is responsible for the work. 400-15 Finishing Concrete. 400-15.1 General Surface Finish (Required for All Surfaces): After placing and consolidating the concrete, strike-off all exposed surfaces to the lines and grades indicated in the plans in a manner that will leave a surface of uniform texture free of undesirable surface irregularities , cavities , and other defects. Cut back metal ties supporting reinforcement, conduit, and other appurtenances a minimum of 1 inch [25 mm] from finished surface. After removing excess mortar and concrete and while the concrete is still in a workable state , carefully tool all construction and expansion joints . Leave joint filler exposed for its full length with clean edges. Ensure that finished work in addition to that specified above is compatible and complementary to the class of surface finish required. Immediately after removing forms from any exposed concrete surface , remove all fins and irregular projections flush with the surface. Clean , saturate with water, and point all holes, r tie cavities, honeycomb, chips and spalls with an approved high-strength, non-metallic, non- shrink grout meeting the requirements of Section 934, mixed and applied in accordance with the manufacturer's recommendations . Exercise care during the roughening process to prevent additional defacement and damage to the formed surface. In the event unsatisfactory surfaces are obtained , repair these surfaces by methods approved by the Engineer or the affected concrete will be rejected . Repair any surface or remove rejected concrete at no expense to the Department. M 400-15. 2 Surface Finishes : 400-15.2. 1 General : In addition to the general surface work specified for all exposed concrete surfaces, the Engineer may require one of the classes of surface finish listed below. M For all such exposed surfaces , begin finish work for the applicable class specified , along with the general finish work, immediately after removal of the forms. In order to further ensure the required quality of the finish , remove forms no later than the minimum time specified for the 0 forms to remain in place. Satisfactorily repair finished concrete surfaces which are subsequently disfigured or discolored at no expense to the Department. Provide the required class of surface finish for the various items of structural a concrete as shown in the plans . 400-15. 2.2 Class 1 Surface Finish : As soon as the pointing has sufficiently set, thoroughly saturate the exposed surfaces with water, and rub them with a medium coarse carborundum stone . Continue rubbing until the surface has been ground to a paste and remove all form marks , irregularities , and projections . -In this process , do not introduce any additive material other than water. After the rubbing has produced a smooth surface of uniform color, allow the material which has been ground to a paste to reset under proper curing conditions. Subsequently, as a second operation , re-saturate the concrete surfaces with water, and thoroughly rub them with a fine carborundum stone. Continue this rubbing until the surface has a smooth , fine grain texture of uniform color. The Contractor may substitute a Class 5 applied finish coating in accordance with 400-15 .2 .6 as an alternate surface finish on all areas where Class 1 surface finish is specified. TECFMCIAL PROVISIONS • TP- 34 F:\Engineering\Capital Projects=09-4th Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Conch 07-20-06\0209 Technical to Pmvisions.rtr • SECTION 01710 SITE CLEANUP AND RESTORATION 1 . 1 SCOPE Furnish all labor, equipment, appliances , and materials required or necessary to clean up and restore the site after the construction is completed . ■ 1 . 2 REQUIREMENTS A. During the progress of the project, keep the work and the adjacent areas • affected thereby in a neat and orderly condition . Remove all rubbish , surplus materials , and unused construction equipment. Repair all damage so that the public and property owners will be inconvenienced as • little as possible. B . Provide onsite containers for the collection of waste materials , debris , and rubbish and empty such containers in a legal manner when they become full . ' C . Where material or debris has been deposited in watercourses , ditches , gutters , drains , or catch -basins as a result of the CONTRACTOR'S operations , such material or debris shall be entirely removed and satisfactorily disposed of during the progress of the work , and the ditches , channels , drains , etc. , shall be kept clean and open at all times. • D . Before the completion of the project , unless otherwise especially directed or permitted in writing : 1 . Tear down and remove all temporary buildings and structures ; 2 . Remove all temporary works , tools , and machinery, or other construction equipment furnished ; • 3 . Remove all rubbish from any grounds occupied ; and 4 . Leave the roads , all parts of the premises , and adjacent property affected by construction operations , in a neat and satisfactory • condition . E . Restore or replace any public or private property damaged by construction work , equipment, or employees , to a condition at least equal to that existing immediately prior to the beginning of the operations . To this end , the CONTRACTOR shall restore all highway, roadside , and landscaping work within any right-of-way, platted or prescriptive. Acceptable materials , equipment , and methods shall be used for such restoration . ■ F . Thoroughly clean all materials and equipment installed and on completion of the work, deliver the facilities undamaged and in fresh and new- appearing condition . 01710 Site Cleanup 01710- 1 F9Engineering\Capdal Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-0610209-01710 - Site Cleanup.doc r + 400-15.2.3 Class 2 Surface Finish : As soon as pointing has sufficiently set, thoroughly saturate the exposed concrete surfaces with water and rub them with a medium coarse carborundum stone. Continue rubbing until the surface has been ground to a paste and remove + all form marks, irregularities, and projections . In this process, do not introduce any additive material other than water. After rubbing has produced a smooth surface finish , of uniform color, carefully brush + the material which has been ground to a paste to a uniform texture , and allow it to reset under proper curing conditions . Carefully protect these surfaces from disfigurement and discoloration during subsequent construction operations. 400-15.2.4 Class 3 Surface Finish : Where this surface finish is specified , use metal forms or timber forms with a form liner. Where specified or required on the plans, use No. 89 coarse aggregate for concrete. + After concrete has been placed in the forms and compacted , finish all exposed surfaces which are not contained by the forms to produce a surface texture as nearly equal to that produced by the form as practicable. Generally , finish unformed surfaces to a smooth, dense surface with a steel trowel . Perform all work, including general surface finish work, in a manner that will preserve the same surface texture and color produced by the form . Pointed areas may be rubbed with a dry .carborundum stone . + 400-15.2.5 Class 4 Floor Finish: 400-15.2.5 . 1 General: Apply a Class 4 finish on bridge decks and concrete approach slabs . On Short Bridges (bridges and approach slabs having a combined length less than or + equal to 300 feet [100 m]) , meet the finish and smoothness requirements of 400-15. 2. 5. 2 and 400- 15 . 2. 5 .3. On Long Bridges (bridges and approach slabs having a combined length greater than 300 feet [100 m ]) , meet the finish and smoothness requirements of 400-15.2. 5 .2 and 400- 15 .2. 5 .4 . After meeting the curing. requirements of 400- 16 and the smoothness requirements , herein , groove the bridge deck and approach slab. Do not install expansion joints, except open joints, until the smoothness criteria has been met and accepted by the Engineer. Meet the finish and smoothness requirements of 400-15 .2 . 5 .2 and 400- 15.2.5. 3 for all bridge widenings , pedestrian and trail bridges regardless of length unless otherwise shown otherwise in the Contract Documents. 400-15. 2.5.2 Plastic Finish and Surface Finish : After screeding is completed , check the surface of the plastic concrete with a 10 foot [3. 048 m] straightedge, positioning and half-lapping the straightedge parallel to the centerline to cover the entire surface. Immediately correct deficiencies of more than 1 /8 inch [3 mm], measured as an ordinate between the surface and the straightedge. Finish the concrete surface to a uniform texture using a burlap drag , fine bristle broom or float . Finish the deck to a smooth surface having a sandy texture without blemishes , marks or scratches deeper than 1 /16 inch [1 . 6 mm]. Decks to be planed will not require a sandy texture, and blemishes, marks or scratches may be up to 3/16 inch [5 mm] in depth. All other finish requirements will apply. 400-15.2.5.3 Smoothness Requirements for Short Bridges ( including approach slabs) : Perform a final straightedge check with a 10 foot [3. 048 m] straightedge , positioning and half-lapping the straightedge parallel to the centerline, approximately 5 feet [ 1 . 5 m] apart to cover the entire surface. Correct all irregularities greater than 3/16 inch [5 mm] measured as an ordinate to the straightedge , by grinding . Perform grinding by the abrasive method using hand or power tools or by machine , to leave a smooth surface within a 1 /8 inch [3 mm] tolerance. 400-15. 2. 5.4 Smoothness Evaluation , Bridges greater than 300 feet 1100 m] in length ( including approach slabs) : Provide a smoothness evaluation of the completed bridge deck and concrete approach slab riding surfaces by a computerized Cox California-type profilograph in accordance with the criteria herein and FM 5-558E. Furnish this evaluation through an independent provider approved by the Engineer, using equipment calibrated by the Engineer. The riding surfaces subject to this evaluation include all traffic lanes , all full width acceleration and deceleration lanes, and lanes planned for future use , on both the bridge deck • TECMrHCL4L PROVISIONS TP- 35 F9Engineering\Capital Projects\0209.4th Street Bridge Over Coach Ditch\0209-4th Street Bridge Over Coach 07-20.0610209 Technical PrmBeinne wF and concrete approach slabs . For areas outside the traffic lanes , perform testing and meet the .. smoothness requirements for short bridges. Prior to initial profilograph testing and grooving , complete work on the bridge deck, except for expansion joint installations . Thoroughly clean and clear the bridge deck and approach slab area to be evaluated for smoothness of all obstructions and provide the smoothness evaluation . Ensure that no radio transmissions or other activities that might disrupt the automated profilograph equipment are allowed during the evaluation . Average the Profile Index Value for the bridge deck, including the concrete approach slabs , for the left and right wheel path of each lane. The maximum allowable Profile Index Value for acceptable smoothness is 10 inches per mile [158 mm per kilometer] utilizing the 0.2 inch [5 mm] blanking band . Apply this criteria to each 300 feet [100 m] of each lane. Additionally, correct individual bumps or depressions exceeding a cutoff height of 0. 3 inch [7 .6 mm] from a chord of 25 feet 17 .620 m] (see ASTM E-1274) on the profilograph trace and ensure that the surface meets a 1 /4 inch in 10 feet [6 mm in 3. 048 m] straightedge check made transversely across the deck and approach slabs as determined necessary by the Engineer. Provide at least one profilograph test per bridge deck and approach slabs . A single test will occur only when the initial profilograph results satisfy all acceptance criteria . Provide additional profilograph testing as necessary following longitudinal planing and any other actions taken to improve smoothness , until a profile meeting the acceptance criteria is obtained . For bridges that do not pass the profilograph smoothness criteria given above, longitudinally plane the entire bridge deck and concrete approach slab surfaces using a self- propelled grinding machine with gang mounted diamond saw cutting blades specifically designed for such work. Use a machine with a minimum wheel base length of 15 feet [4. 57 m]; constructed and operated in such manner that it does not cause strain or damage to the deck surface , excessive ravels , aggregate fractures or spaliing . The equipment shall be approved by the Engineer. Perform longitudinal planing parallel to the roadway centerline, and provide a consistent, textured surface that will meet or exceed the profilograph smoothness criteria . Clean the surface of all slurryldebris generated during this work concurrently with operation of the machine. Control the work to limit surface removal by all passes of the longitudinal planing equipment and any other grinding to a total maximum depth of 1/2 inch [13 mm]. After planing , reevaluate the pavement smoothness using the profilograph testing described above. Perform additional retesting with the same equipment if further corrective ■ measures are necessary. 400-15.2.5.5 Grooving : After the concrete surface profile has been accepted by the Engineer, and prior to opening the bridge to traffic , groove the bridge deck and approach slabs perpendicular to the centerline of the structure. Cut grooves into the hardened concrete using a ■ mechanical saw device which will leave grooves nominally 1 /8 inch [3 mm] wide and 3/16 inch [5 mm] deep . Space the grooves apart in random spacing center of grooves in the following sequences 3/4 inch [20 mm] , 1 1 /2 inch [30 mm] , 5/8 inch 115 mm] , 1 inch [2 mm], 518 inch [15 mm] , 1 1 /8 inch [30 mm], 3/4 inch 120 mm] in 6 inch [150 mm] repetitions across the width to be grooved in one pass of the mechanical saw device. One 6 inch [150 mm] sequence may be adjusted by 1 /4 sequence increments to accommodate various cutting head widths provided the general pattern is carried out. The tolerance for the width of the grooves is + 1 /16 to — 0 inch [+ 1 . 6 to — 0 mm] and the tolerance for the depth of grooves is ± 1 /16 inch [± 1 .6 mm] . The tolerance for the spacing of the grooves is ± 1 / 16 inch [± 1 .6 mm]. Cut grooves continuously across the deck or approach slab to within 18 inches [450 mm] of gutter lines at barrier rail , curb line and median divider. At skewed metal expansion joints in bridge deck surfaces , adjust groove cutting by using narrow width cutting heads so that . all grooves of the bridge deck surface or approach slab surface end within 6 inches [ 150 mm] , measured normal to centerline of the joint, leaving no ungrooved surface adjacent to each side of the joint greater than 6 inches 1150 mm] in width . Ensure that the minimum distance to the , first groove, measured normal from the edge of the concrete joint or from the junction between the concrete and the metal leg of the armored joint angle, is 1 inch [25 mm] . Produce grooves that are continuous across construction joints or other joints in the concrete surface less than 1 /2 inch [13 mm] wide . Apply the same procedure described above where the gutter lines at TECANICIAL PROVISIONS TP- 36 F:1Engin0ering\C2pita1 Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06=09 Technical Prnvicinnc rtf G . It is the intent of the Specifications to place the responsibility on the CONTRACTOR to restore to their original condition all items disturbed , destroyed , or damaged during construction . Particular attention will be placed on restoration of canals to equal or better condition than prior to construction . H . When finished surfaces require cleaning with cleaning materials , use only those cleaning materials which will not create hazards to health or property and which will not damage the surfaces . Use cleaning materials only on those surfaces recommended by the manufacturer. Follow the manufacturer's directions and recommendations at all times . I . Keep the amount of dust produced during construction activities to a minimum . At CONTRACTOR' s expense, spray water or other dust control agents over the areas , which are producing the dust . Schedule r construction operations so that dust and other contaminants will not fall on wet or newly coated surfaces . 1 . 3 SITE CLEANUP AND RESTORATION Prior to final completion , the OWNER , ENGINEER , INDIAN RIVER FARMS WATER CONTROL DISTRICT , and CONTRACTOR shall review the site with regards to site cleanup and restoration . Clean and/or restore all items determined to be unsatisfactory by the OWNER or ENGINEER , at no additional expense . + + END OF SECTION + + r' r r r r i r : r 01710 Site Cleanup 01710-2 r ' FAEngineeringlCapdal Projects102094th Street Bridge Over Cooch DdcM02094th Street Bridge Over Cooch 07-20-OW209-01710 - Site Cleanup.doc ■ • ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ / ■ , , i barrier rails , curb lines and median dividers are not parallel to the centerline of the bridge to maintain the IS inches [450 mm] maximum dimension from the grooves to the gutter line. Cut grooves continuously across formed concrete joints . ., 400-15.2.6 Class 5 Applied Finish Coating : 400-15.2.6. 1 General : Place an applied finish coating upon all concrete surfaces where the plans indicate Class 5 Applied Finish Coating . Apply the finish coating after „ completion of the general surface work specified for all exposed concrete surfaces . Select an Applied Finish Coating from the Departments Qualified Products List meeting the requirements of Section 971 . 400-15. 2. 6.2 Material : For the coating material , use a commercial product designed specifically for this purpose . Use only coating material that is manufactured by one manufacturer and delivered to the job site in sealed containers bearing the manufacturer' s original labels. Submit a copy of the manufacturer's printed instructions to the Engineer. 400-15 .2.6. 3 Surface Preparation: Prepare the surface prior to the application of an applied finish coating by providing a surface finish in accordance with the requirements of 400- 15 . 1 . The Engineer will not require surface voids that are 114 inch (6 mm] or less in width and depth to be grouted prior to application of the finish coating . Fill surface void larger than 1 /4 inch [6 mm] in width and depth an approved high strength , non metallic, non shrink grout meeting the requirements of Section 934 , mixed and applied in accordance with the manufacturer's recommendations . Apply the grout by filling the surface voids using burlap pads , float sponges , or other acceptable methods. As soon as the grout has taken its initial set, brush the surface to remove all loose grout, leaving the surface smooth and free of any voids . Ensure that the surface to be coated is free from efflorescence, flaking coatings , curing compound, dirt, oil , and other substances deleterious to the applied finish coating . Prior to application of the finish coating onto precast or cast-in-place concrete surfaces, test the concrete surface at 30 foot [10 m ] intervals for the presence of curing compound using one or two drops of muriatic acid placed on the concrete surface. If curing compound is present, there will be no reaction between the acid and the concrete. If there is no reaction, remove the compound by pressure washing the concrete surfaces. Prepare the surfaces in accordance with the manufacturer' s recommendations , and ensure that they are in a condition consistent with the manufacturer' s requirements. 400-15. 2. 6.4 Application : Apply the finish coating in a manner recommended by the manufacturer. When applying the finish coating by spraying , supply heavy duty spray equipment capable of maintaining a constant pressure necessary for proper application. Mix, apply, and cure all coating materials in accordance with the manufacturer's printed instructions . Apply the finished coating at a rate of 50 ± 10 ft2/gal [1 .25 ± 0 . 25 M2/L]. 400-15 .2.6. 5 Finished Product: Produce a texture of the completed finish coat that is generally similar to that of rubbed concrete. Ensure that the completed finished coating is w tightly bonded to the structure and presents a uniform appearance and texture. If necessary, apply additional coats to produce the desired surface texture and uniformity. Upon failure to adhere positively to the structure without chipping, flaking , or peeling , or to attain the desired surface appearance, remove coatings entirely from the structure, and reapply the finish coating after surface preparation until achieving the desired finished product. Do not allow the average thickness of the completed finish coating to exceed 1 /8 inch [3 mm] . 400-15.2.6. 6 Material Tests and Certification : Before any portion of any shipment of finish coating is applied on the project, furnish the Engineer with a certificate from the manufacturer attesting that the commercial product furnished conforms to the same formula as that previously subjected to the tests specified in Section 971 . In addition , submit the following product analysis , obtained from the manufacturer, for each batch of the material used: (a) Weight per gallon [liter] . (b) Consistency (Krebs Units) . (c) Weight percent pigment. (d) Weight percent vehicle solids. (e) Infra-red spectra of vehicle solution . TECHNICIAL PROVISIONS TP- 37 P:\Bngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\02094th Sfta Bridge Over Cooch 07-20-06\0209 Technical c.,..,k;,,o< �F 400-15.2.7 Final Straightedging for Surfaces to Receive Asphalt Concrete Surface : ■ Test the slab surfaces of poured-in-place floors which are to be surfaced with an asphalt concrete wearing course for trueness with a 10 foot [3. 048 m] straightedge, as specified above . As an exception, correct only irregularities of more than 1 /4 inch (6 mm] measured as an ordinate (either above or below the general contour of the surface) . The Engineer will not require belting or brooming of slabs that are to be surfaced with an asphalt concrete wearing course . For curing , meet the requirements specified for other floor slabs . ■ 400-15.2. 8 Finishing Bridge Sidewalks : Provide bridge sidewalks , that are not finished in accordance with the requirements of Section 522, a Class 4 finish . - 400-16 Curing Concrete. 400-16 .1 General: Cure cast-in-place and precast (non- prestressed) concrete as required herein for a minimum duration of 72 hours . If forms are loosened or removed before the 72 hour curing period is complete , expand the curing to cover these surfaces by either coating with curing compound or extending the continuous moist cure area. Maintain concrete surface moisture at all times until curing is begun . Prevent water ,. sheen loss on flat work by use of an evaporation retarder and/or by applying supplemental moisture by misting . During the construction of footings and bridge decks when the forecasted or actual wind speed exceeds 10 mph [16 km/hr], evaporation counter measures are required . The Quality Control Plan shall ensure evaporation counter measures which will limit evaporation to less than 0 .20 Ib/f12/hr 11 . 0 kg/m�/hr]. 400-16.2 Methods: Except where other curing methods are specified , select from the following options the chosen method(s) for curing all concrete components and indicate the method to be used in the Quality Control Plan. (a) Continuous Moisture: Place burlap on the surface and keep it continuously saturated ■ for the curing period by means of soaker hoses or automatic sprinklers. Water flow may be metered to cycle repetitively for five minutes on and five minutes off during the 72 hour curing period . Do not apply moisture manually. If side forms are loosened or removed during the curing period, extend the burlap so as to completely shield the sides of the members. ■ (b) Membrane Curing Compound: Apply a white Type 2 curing compound to all surfaces at a uniform coverage as recommended by the manufacturer but not less than 0. 06 gal/yd2 [0 .27 Um2] . Allow surfaces covered by the membrane curing compound to remain undisturbed for the ■ curing period . Recoat any cracks , checks or other defects in the membrane seal which are detected during the curing period within one hour. If side forms are loosened during the curing period, maintain surface moisture and remove the forms within one hour and immediately coat ■ the formed surfaces with a membrane curing compound . Bottom surfaces shall be similarly coated after removal of or from the forms. If curing compound is to be applied by spraying , use a compressor driven sprayer of N sufficient size to provide uniform mist. Standby equipment is required in case of mechanical failure and hand held pump-up sprayers may be used only as standby equipment. (c) Curing Blankets: Curing blankets may be used for curing the top surfaces of ' members while the member side forms remain in place. Do not use curing blankets which have been torn or punctured. Securely fasten all edges to provide as tight a seal as practical. Should the system fail to maintain a moist condition on the concrete surface, discontinue use of the . blankets and continue curing using another method . Keep curing blankets in place for the duration of the curing period . (d) Accelerated Cure: ( 1 ) General : Accelerated curing of the concrete can be achieved by use of either low pressure steam curing , radiant heat curing or continuous moisture and heat curing . If accelerated curing is completed before the 72 hour curing period has elapsed , continue curing for the remaining part of the 72 hour curing period in accordance with one of the curing methods listed above . TECHNICIAL PROVISIONS • TP- 38 FAEngineering\Capital Projects\02094th Street Bridge Over Coach Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical ProvisionsAf r ,. SECTION 01720 RECORD DOCUMENTS r 1 . 1 GENERAL A. Maintain and provide the ENGINEER with record documents as specified below, except where otherwise specified or modified in Divisions 2- 16 or the r Supplementary Conditions . B . Maintenance of Documents : r 1 . Maintain in CONTRACTOR's field office in clean , dry, legible condition complete sets of the following : Drawings, Specifications , Addenda , approved Shop Drawings , samples , photographs , Change Orders , other modifications of Contract Documents , test records , survey data , Field Orders , and all other documents pertinent to CONTRACTOR'S Work. 2 . Provide files and racks for proper storage and easy access . r 3 . Make documents available at all times for inspection by ENGINEER and OWNER . 4 . Do not use record documents for any other purpose and do not remove r them from the field office . C . Recording : 1 Label each document " PROJECT RECORD" in 2-inch high printed letters. 2 . Keep record documents current. r 3 . Do not permanently conceal any Work until required information has been recorded . r 1 .2 RECORD DRAWINGS During the entire construction operation , the CONTRACTOR shall maintain records of all deviations from the Drawings and Specifications and shall prepare therefrom " record " drawings showing correctly and accurately all changes and deviations from the work, made during construction to reflect the work as it was actually constructed . The following items are required to be shown on County project record drawings : 1 . Right-of-way Swale/Drainage — All culvert inverts ; inlet grate and bottom elevations ; swale beginning and end bottom elevations ; and highs and lows along top of bank. Size of Swale . 2 . Pipe Culvert/PVC Sleeves — All inverts , stations and offsets . 3 . Outfalls — All pipe inverts , weir box elevations , weir elevation , and sizes . 01720-1 01720 Record Documents F9Engineeringi Capital Projects\0209-4th Street Bridge Over Cooch Ditch10209-4th Street Bridge Over Cooch 07-20-0610209-01720 - Record Documents.doc 5 a a 1 5 a 9 a 1 5 a 1 0 0 a 5 a 0 a If accelerated curing is used , furnish temperature recording devices that will provide accurate , continuous and permanent records of the time and temperature relationship throughout the entire curing period . Provide one such recording thermometer for each 200 feet 160 m] of placement length or part thereof. Initially calibrate recording thermometers and recalibrate at least annually. The preheating period shall equal or exceed the time of initial set as determined by ASTM C 403 and shall not be less than 4 hours. When the ambient air temperature is above 50°F [ 101C], allow the member to remain undisturbed in the ambient air for the preheating period . If the ambient air temperature is below 50°F [ 10°C] , apply heat during the preheating period to hold the air surrounding the member at a temperature of 50 to 90OF [10 to 320C] . To prevent moisture loss from exposed surfaces during the preheating period, enclose members as soon as possible after casting or keep the surfaces wet by fog mist or wet blankets . Use enclosures for heat curing that allow free circulation of heat about the member with a minimum moisture loss . The use of tarpaulins or similar flexible covers may be used provided they are kept in good repair and secured in such a manner to prevent the loss of heat and moisture . Use enclosures that cover the entire placement. During the application or removal of the heat, do not allow the temperature rise or fall within the enclosure to exceed 401F/hr [221C/hr] . Do not allow the curing temperature throughout the enclosure to exceed 160°F [710C]. Maintain the curing temperature within a temperature range of 130 to 160°F [54 to 71 °C] until the concrete has reached the required form removal strength for precast and cast-in-place components or the required release strength for prestressed concrete components. (2) Low-Pressure Steam: The steam used shall be in a saturated condition . Do not allow steam jets to impinge directly on the concrete , test cylinders , or forms . Cover control cylinders to prevent moisture loss and place them in a location where the temperature is r representative of the average temperature of the enclosure . (3) Curing with Radiant Heat: Apply radiant heat by means of pipes circulating steam , hot oil or hot water, or by electric heating elements. Do not allow the heating elements to ., come in direct contact with the concrete or the forms . Distribute sources of heat in a manner that will prevent localized high temperatures above 160°F [710C] . To prevent moisture loss during curing , keep the exposed surfaces wet by fog mist or wet blankets. (4) Continuous Moisture and Heat: This method consists of heating the enclosure in + combination with the continuous moisture method described above . In addition to the curing blankets, an auxiliary cover for retention of the heat will be required over the entire placement. Support this cover at a sufficient distance above the placement being cured to allow circulation of the heat. 400-16.3 Silica Fume Concrete: Cure silica fume concrete a minimum of 72 hours using continuous moisture cure . No substitution of alternative methods nor reduction in the time period is allowed . After completion of the 72 hour curing period, apply a membrane curing compound to all concrete surfaces. Apply curing compound according to 400- 16 .2 . 400-16.4 Bridge Decks: Cure bridge decks for a duration of seven days . Immediately after finishing and before the concrete surface moisture evaporates apply a membrane curing compound to the deck top surface in accordance with 400-16 . 2. Apply the curing compound from a work platform . ,. Place curing blankets on all exposed surfaces which are not formed as soon as possible with minimal effect on the surface texture . Place the curing blankets with sufficient overlapping seams to form an effective moisture seal . Before using curing blankets , mend tears, splits , or other damage that would make them unsuitable . Discard curing blankets that are not repairable. Wet all curing blankets immediately after satisfactorily placing them and maintain them in a saturated condition throughout the seven day curing period. Supply sufficient quantity of potable water at the job site for wetting the blankets . Where a bridge deck slab is to be subjected to walking , wheeling or other approved construction traffic within the seven day curing period , protect the curing blankets and the slab surface from damage by placing wooden sheeting , plywood or other approved protective ' material in the travel areas. TECHNICIAL PROVISIONS TP- 39 FAEngineering\Capital Projecte\0209-4th Street Bridge Over Ccoch Ditch\0209.4th Street Bridge Over Conch 07-20-MO209 Technical Dm";V;....c orf When the ends of the curing blankets are rolled back to permit screeding of adjacent .. bridge deck slabs , keep the exposed surfaces wet throughout the period of exposure. Removal of bottom and side forms after 72 hours is acceptable upon compliance with 400- 14 . Apply membrane curing compound to all surfaces stripped of forms within one hour of loosening. Apply curing compound according to 400-16 . 2. 400-16 . 5 Construction Joints : Cure construction joint areas using either the continuous moisture or curing blankets method. • 400-16.6 Traffic Barriers , Railings, Parapets and End Post: When construction is by the slip form method , maintain surface moisture and begin curing before the loss of water sheen but no more than 30 minutes after extruding . Apply membrane curing compound as defined in this • Section or apply an approved coating which acts as a curing compound and Class 5 coating . 400-16 .7 Removal of Membrane Curing Compounds : Provide the longest possible curing duration; however, remove curing compound on portions of members to be bonded to other concrete . Compounds may be removed by either sand or water blasting . Water blasting requires the use of potable water and a minimum nozzle pressure of 2 , 900 psi [20 MPa]. 400 -17 Protection of Concrete. '■ 400-17 . 1 Opening to Traffic : Close concrete bridge floor and culverts to traffic for a period of at least 14 days after placing and for such additional times as deemed advisable . In the operation of placing , the Contractor may wheel concrete across previously poured slabs after • they have set for 24 hours , provided plank runways are used to keep the loads over the beams. 400-17.2 Storing Materials on Bridge Slabs: Do not store heavy equipment or material , other than light forms or tools, on concrete bridge slabs until 14 days after they have been • poured . For all stockpiles , tools , and equipment stored on bridge slabs at any time, obtain prior approval by the Department, and the Engineer will require any such stored materials or equipment to be dispersed in order to avoid overloading any structural part. 400-17.3 Time of Placing Superstructure : In the case of piers or bents with concrete caps, • do not place the weight of the superstructure or of beams on the caps until they have reached the ages required in the following table : • Superstructure seven days r Beams three days � • 400-17 .4 Alternate Procedure : As an alternate procedure , in lieu of the time delay periods set forth in 400- 17 . 1 and 400-17 . 3 , test beams may be cast from representative concrete and • cure them identically with the concrete in the corresponding structural component. Test the test beams in accordance with ASTM C 31 [ASTM C 31M] and ASTM C 78 . When the test results indicate a flexural strength of 550 psi [3. 8 MPa] or more, concrete bridge floors and culverts may be opened to traffic and the superstructure and beams placed on caps . 400-18 Precast Planks, Slabs, and Girders. 400-18. 1 General : Where so shown in the Contract Documents, the Contractor may construct concrete planks , slabs , girders , and other structural elements by precasting. In general , use a method that consists of casting structural elements in a casting yard , curing as specified in 400-16, transporting them to the site of the work, installing them on previously prepared supports and , where so shown in the plans , joining them with poured-in-place slabs or keys. Handle and install precast prestressed members as specked in Section 450 . 400 -18.2 Casting : Cast precast elements on unyielding beds or pallets. Use special care in casting the bearing surfaces on both the elements and their foundations in order that these surfaces shall coincide when installing the elements . Check bearing surfaces on casting beds with a level and a straightedge prior to the casting . Similarly check corresponding surfaces on the foundations during finishing operations. 400-18 .3 Poured-in-Place Keys : Where precast elements are to be joined with poured-in- place keys, carefully align the elements prior to pouring the keys . TECHNICIAL PROVISIONS TP- 40 P:TE gtnem ing\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions.rd 4 . Roadway/Off Site Drainage — All inverts ; manhole top elevation : grate top elevations . 5 . Retention Ponds — Perimeter elevations , grade breaks , depths , and calculate pond area at control elevation and grade breaks above water surface . S . Roadway: a . Elevations of PVI at Profile Grade Line ( PGL) . b . Edge of pavement elevations at curb inlets . c. Survey Control : Install/re-establish new roadway alignment control points (Survey Baseline or controlling line and all points as indicated on the plans or control sheet) upon final roadway completion . Include all intersections and side streets . Latitude , departure and elevations for all control points . d . Either if shown on plans or not: Any Public Land Corner or Governmental Survey Control point(s) destroyed and/or disturbed during the scope of the project shall be properly re-established as per standards as set forth within Florida Statutes , Administrative code and Minimum Technical Standards for that type of survey. All said surveying mentioned above shall be performed under the direct supervision of a registered Professional Surveyor and Mapper in the state of Florida and certified accordingly . Said Governmental agency(s) shall be ' notified in writing of disturbance and re-establishments . e . Stations and offsets , all structures . r 1 . 3 AS-BUILTS A. CONTRACTOR shall submit marked up Record Drawings to the OWNER . ENGINEER will input As- Built information on Electronic Drawing files . B . OWNER shall deliver to CONTRACTOR seven (7) sets of As- Builts plotted from electronic files with the marked up Record Drawings . C . CONTRACTOR's surveyor shall review, sign and seal As-Builts or Record drawing (s) . Said drawing (s) shall clearly state , type of survey, positional ■ tolerances , adhere and be certified to by a registered Professional Surveyor and Mapper in the state of Florida , any standards set forth by Florida Statutes, Administrative code and Minimum Technical Standards ■ for As-Built/Record surveys CONTRACTOR shall return marked up Record Drawings and six (6) sets of signed and sealed As- Builts to OWNER . ■ 01720-2 01720 Record Documents 17:1EngineeringZapitai ProjeotsT209.4th Street Bridge Over Coach Ditch\0209-4th Street Bridge Over Coach 07-20-0610209-01720 - Record Documents.doc +� 400-18.4 Surface Finish : Finish the surface as specified in 400- 15 , except that where precast slabs and poured-in-place keys form the riding surface, give the entire surface a broomed finish . .. 400 -18.5 Moving , Placing, and Opening to Traffic : Reinforced precast members may be moved from casting beds , placed in the structure , and opened to traffic at the ages shown in the following table : Handling from casting beds to storage areas . . . . . . . . . . . . . . . . . . . . . . . 7 days Placing in structure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 14 days r Opening to traffic: Precast elements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 days Cast-in-place slabs over precast girders . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 days Cast-in-place keys joining precast slabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 days As an alternate procedure , in lieu of the time delay periods set forth above, test beams may be cast from representative concrete, and cure them identically with the concrete in the ' corresponding structural component. Test the test beams in accordance with ASTM C 31 [ASTM C 31 M] and ASTM C 78 . When the test results indicate a flexural strength of 550 psi [3 . 8 MPa] , or more , any of the operations listed above may proceed without completing the corresponding time delay period . 400 -18 . 6 Setting Prestressed Slabs : Before permitting construction equipment on the bridge to erect slab units, submit sketches showing axle loads and spacing and a description of the intended method of setting slab units to the Engineer for approval . Do not use axle loads, spacing , and methods of setting which produce stresses in the slab units greater than the allowable stress. 400-18. 7 Protection of Precast Elements : The Contractor is responsible for the safety of precast elements during all stages of construction . The Engineer will reject any precast elements that become cracked, broken , seriously spalled, or structurally impaired. Remove rejected precast elements from the work at no expense to the Department. 400 -18.8 Form Material: Form material used to form hollow cores may be left in place. Ensure that the form material is neutral with respect to the generating of products harmful to the physical and structural properties of the concrete. The Contractor is responsible for any detrimental effects resulting from the presence of the form material within the precast element. 400 -19 Cleaning and Coating Concrete Surfaces. Water blast existing concrete surfaces as shown in the plans to be coated . Use water blast equipment producing a minimum working pressure of 2, 900 psi [20 Mpa] with a gauge at or near the nozzle to confirm the working pressure. After cleaning , apply a Class 5 Applied Finish Coating as directed in the plans . 400-20 Approach Slabs. Construct approach slabs at the bridge ends in accordance with the applicable requirements of Section 350 using Class II (Bridge Deck) concrete. Place the reinforcement as specified in 350-7 and Section 415. The approach slab may be opened to traffic, vehicular or construction equipment, 14 days after concrete placement or after the prescribed curing period has elapsed and the concrete has attained the required 28 day cylinder strength . 400-21 Classification of Cracks in Concrete Structures to be Sealed. Cracks are classified as structural and nonstructural . Do not seal or repair structural cracks without having a repair procedure approved in advance by the Engineer. Seal nonstructural r cracks in accordance with the criteria listed in Table I below. Structural cracks are those which are induced by external forces which produce internal stresses exceeding the tensile strength of the concrete , commonly referred to as working cracks , and those caused by overloads . r Nonstructural cracks are those which appear as a result of atmospheric effects and localized TECIINICIAL PROVISIONS TP- 41 N P:\EngineeringlCapital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions.rtf constraint effects , commonly called shrinkage cracks. In any case , the Engineer will determine ., the classification of cracks . Table I Criteria for Sealing Nonstructural Cracks During Construction Environment *4) Crack Width Location *2 Treatment (*3) * 1 ) Extremely Less than 0 . 006 inch ubstructure and Coat with penetrant A ressive 0 . 15 mm] Su erstructure sealer ., Greater than Substructure including Epoxy injection 0. 006 inch [0. 15 mm] and Superstructure less than less than 0 . 012 inch 18 feet [5 . 5 m] above [0. 30 mm] xisting ground or high ater elevation Superstructure including Coat with penetrant ubstructure more than 18 sealer eet [5 . 5 m] above existing round or high water elevation Greater than 0 . 012 inch Substructure and Epoxy injection 10 . 30 mm] and less than Superstructure 0 . 025 inch 10 . 60 mm Moderately Less than 0. 006 inch Substructure and No treatment A ressive 0. 15 mm Superstructure Greater than Substructure including Coat with penetrant 0 . 006 inch [0. 15 mm] and uperstructure less than sealer less than 0 . 012 inch 18 ft [5 . 5 m] above existing [0 . 30 mm] round or high water levation Superstructure including No treatment ubstructure more than 18 ■ [5 . 5 m] above existing round or high water I elevation ■ Greater than ubstructure and Coat with penetrant 0.012 inch [0. 30 mm] and Superstructure sealer less than • 0. 025 inch 0 . 60 mm Slightly Aggressive Less than 0 . 025 inch 11 locations No treatment 0. 60 mm ■ Notes: (*1 ) Cracks greater than 0.025 inch [0 .60 mm] require individual investigation . Report these cracks to the Engineer for initiation of an investigation .. (*2) When the substructure crack elevation is 18 feet 15 . 5 m] above the high water elevation or ground level , use the same method of treatment as the superstructure for that environment. (*3) (a) Perform epoxy injection of cracks in accordance with Section 411 . Apply penetrant sealers in accordance with Section 413. Select materials used for sealing and for epoxy injection from the Department' s Qualified Products List. (b) Use penetrant sealers to repair cracks that are compatible with previously applied ' materials . (c) Use sealers to repair riding surfaces that are designated for that purpose. (d) The Contractor may also repair riding surfaces of bridge decks with a methacrylate sealer for crack widths greater than 0 . 006 inch [0. 15 mm] in extremely aggressive ■ environments. (e) Clean for epoxy injection in compliance with Section 411 . Clean for penetrant sealer application in compliance with Section 413. TECHNICIAL PROVISIONS TP- 42 £:1Engineering\Capital Projec[s10209.4th Street Bridge Over Cooeh Ditch10209.4th Street Bridge Over Cooch 07-20-0610209 Technical Provisions.rtf D . All Record Drawings are subject to review and approval by County Surveyor. E . Payment for Record Drawings , Review of Electronic As-Builts and signing and sealing As-Builts shall be made under: 1 AA000RACY The CONTRACTOR will be held responsible for the accuracy and completeness of Record Drawings and Electronic As-Builts and shall bear any costs incurred in finding utilities as a result of incorrect data furnished by the CONTRACTOR . 1 . 5 SUBMITTAL Upon Substantial Completion of the Work, deliver Record Drawings to ENGINEER . Final payment will not be made until satisfactory record documents are received by ENGINEER . + + END OF SECTION + + r r r r 01720-3 01720 Record Documents F9.Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch07-20-06\0209-01720 - Record Documents.doc r r ■ a ■ ■ ■ r , ■ ■ ■ ■ ■ r s ■ a (f) Recoat cracks which reopen after the initial application of penetrant sealer with penetrant sealer. (*4) Investigate cracks which occur underwater prior to treatment. • Seal cracks determined by the Engineer to be excessive due to inadequate curing effort or inadequate construction practice at no expense to the Department. Seal all other cracks • occurring in concrete in accordance with the above and Sections 411 and 413 . When such work is authorized by the Engineer, the Department will pay for the work under the appropriate pay items contained in Sections 411 and 413 . ,. Prepare the surface , clean the surface, and apply the sealant in accordance with the sealant material manufacturer's recommendations . 400-22 Method of Measurement. • 400-22. 1 General : The quantities of concrete to be paid for will be the volume , in cubic yards [cubic meters] , of each of the various classes shown in the plans, in place , completed and accepted. The quantity of precast anchor beams to be paid for will be the number in place and • accepted. The quantity of bridge floor grooving to be paid for will be the area , in square yards [square meters] of bridge deck and approach slab, completed and accepted . Except for precast anchor beams , for any item of work constructed under this Section and for which measurement for payment is not to be made by the volume of concrete, measurement and payment for such work will be as specified in the Section under which the work is specified in detail . .. No separate payment will be made for obtaining the required concrete finish . 400-22.2 Calculation of Volume of Concrete: 400-22. 2. 1 Dimensions : The quantity will be computed by the plan dimensions of the concrete, within the neat lines shown in the plans , except that no deduction will be made for weep holes, floor drains , or encroachment of inlets and pipes in box culverts, and no chamfers, scorings, fillets, or radii 1 112 int [970 mm2] or less in cross-sectional area will be taken into account. • 400-22.2.2 Pay Quantity : The quantity to be paid for will be the original plan quantity , measured as provided in 400-22.2. 1 , except that where the plans call for an estimated quantity of miscellaneous concrete for contingent use, the contingent concrete will be measured as the actual quantity in place and accepted . 400-22.2.3 Items not Included in Measurement for Payment: No measurements or other allowances will be made for work or material for forms, falsework, cofferdams, pumping , bracing , expansion-]oint material, etc. The volume of all materials embedded in the concrete , such as structural steel, pile heads, etc. , except reinforcing steel , will be deducted when computing the volume of concrete to be paid for. For each foot [meter] of timber pile embedded , 0 .8 ft' [0 . 074 m3] of concrete will be deducted. The cost of furnishing and placing dowel bars shall be included in the Contract unit price for the concrete. 400-22.2.4 Deck Girders and Beam Spans : In computing the volume of concrete in deck girders and beam spans , the thickness of the slab will be taken as the nominal thickness shown on the drawings and the width will be taken as the horizontal distance measured across the roadway. The volume of haunches over beams will be included in the volume to be paid for. 400-22.2.5 Stay-in-Place Metal Forms : When using stay-in-place metal forms to form the slab of deck girder and beam spans, the volume of concrete will be computed in accordance with the provisions of 400-20. 2. 4 except that the thickness of the slab over the projected plan area of the stay-in-place metal forms will be taken as the thickness shown on the drawings above the top surface of the forms . The concrete required to fill the form flutes will not be included in the volume of concrete thus computed. 400-22. 3 Bridge Floor Grooving : The quantity to be paid for will be plan quantity in square yards [square meters] , computed , using the area bound by the gutter lines (at barrier rails , curbs and median dividers ) and the beginning and end of the bridge or the end of approach slabs , whichever is applicable , constructed , in place and accepted . • TECHI�TICIAL PROVISIONS TP- 43 FAEngineering\Capital ProjectA0209.41h Street Bridge Over Co ch Ditch%0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical v.,....e.,..... „a 400-22.4 Composite Neoprene Pads : The quantity to be paid for will be the original plan ► quantity, computed using the dimensions of the pads shown in the plans . 400-22. 5 Cleaning and Coating Concrete Surfaces : The quantity to be paid for will be the plan quantity in square feet [square meters] for the areas shown in the plans . ■, 400-23 Basis of Payment. 400-23. 1 Concrete: 400-23. 1 .1 General : Price and payment will be full compensation for each of the various classes of concrete shown in the proposal. 400-23. 1 .2 Concrete Placed below Plan Depth : Authorized concrete placed in seal or footings 5 feet 11 . 5 m] or less below the elevation of bottom of seal or footing as shown in the ■� plans will be paid for at the Contract price set forth in the proposal under the pay items for substructure concrete. Authorized concrete used in seal (or in the substructure where no seal is used) at a depth greater than 5 feet [1 . 5 m] below the bottom of seal or footing as shown in the plans will be paid for as Unforeseeable Work. Such payment will be full compensation for the cofferdam construction , for excavation , and for all other expenses caused by the lowering of the footings. 400-23.1 . 3 Seal Concrete Required but Not Shown in Plans : When seal concrete is required as provided in 400-8 and there is no seal concrete shown in the plans , it will be paid for as Unforeseeable Work. 400-23 .2 Precast Anchor Beams : Price and payment will be full compensation for the beams, including all reinforcing steel and materials necessary to complete the beams in place _ and accepted. No separate prices will be allowed for the various types of anchor beams. 400-23.3 Reinforcing Steel : Reinforcing steel will be measured and paid for as provided in Section 415 , except that no separate payment will be made for the fabric reinforcement used in concrete jackets on steel piles or reinforcement contained in barriers, traffic separators or parapets. Where so indicated in the plans, the Department will not separately pav for reinforcing steel used in incidental concrete work, but the cost of such reinforcement shall be included in. the Contract unit price for the concrete. 400-23.4 Bridge Floor Grooving : Price and payment will be full compensation for all grinding , grooving , equipment , labor, and material required to complete the work in an acceptable manner. 400-23.5 Composite Neoprene Pads : Price and payment will be full compensation for all work and materials required to complete installation of the pads . 400-23.6 Cleaning and Coating Concrete Surfaces : Price and payment will be full compensation for all work and materials required . The cost of coating new concrete will not be paid for separately, but will be included in the cost of the item to which it is applied . 400-23.7 General : The above prices and payments will be full compensation for all work specified in this Section , including all forms, falsework, joints , weep holes, drains , pipes , conduits , bearing pads , setting anchor bolts and dowels , surface finish , and cleaning up, as ■ shown in the plans or as directed . Where the plans call for water stops , include the cost of the water stops in the Contract unit price for the concrete. Unless payment is provided under a separate item in the proposal , the above prices and payments will also include all clearing and grubbing ; removal of existing structures; excavation , ■ as provided in Section 125 ; and expansion joint angles and bolts. The Department will not change the rate of payment for the various classes of concrete in which steel may be used due to the addition or reduction of reinforcing steel . ■ The Department will not make an allowance for cofferdams, pumping , bracing , or other materials or equipment not becoming a part of the finished structure. The Department will not pay for concrete placed outside the neat lines as shown in the plans . ■ TECHNICIAL PROVISIONS TP- 44 F Engineering\Capitai Projccts\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical PmUigi c rrf TECHNICAL PROVISIONS SECTION - 1 W STANDARD SPECIFICATIONS W All work of this Contract shall conform to the applicable technical specifications of Florida Department of Transportation Standard Specifications for Road and Bridge Construction , 2004 , Special Provisions and addenda thereto , except as modified and supplemented r hereinafter. Reference to Article numbers herein-after apply to the FDOT Standard Specifications , and reference in FDOT Standard Specifications to Department shall be taken as the Owner or its appointed Representative. Wherever the Specifications, r Supplementals, etc . may refer to the "Owner", " Department", " State of Florida Department of Transportation" , or words relating to offices of State Government, such words shall be taken as meaning Owner or Indian River County, Florida. Wherever the r word " Owner's Engineer", "District Engineer" , "Engineer", "Project Engineer', etc. , pertaining to the 4th Street/Cooch Ditch Bridge, it shall be taken to mean the Registered Professional Project Engineer of the firm of Kimley-Mom and Associates , Inc. , as an r agent of Indian River County, Florida , acting directly or through duly authorized representatives . Wherever the word Resident Engineer appears, it shall be taken to mean an authorized representative of the Owner's Engineer on the Project (Resident Construction Inspector) who will act as an agent for Indian River County, assigned to observe the progress quantity and quality of the work. W SECTION - 4 SCOPE OF THE WORK r Section 4-3. 5 Value Engineering Incentive is deleted in its entirety. W SECTION - 101 MOBILIZATION Perform preparatory work and operations in mobilizing for beginning work on the project, including , but not limited to, those operations necessary for the movement of personnel, equipment , supplies , and incidentals to the project site and for the establishment of temporary offices , buildings , safety equipment and first aid supplies , and sanitary and other facilities . • Include the costs of bonds and any required insurance and any other preconstruction expense necessary of the start of the work, excluding the cost of construction materials . Payment shall be made under: r Item No. 101 -1 Lump Sum TECHNICIAL PROVISIONS TP- 1 FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over CoGoh 07-20-06\0209 Technical Provisions.rtf SECTION 102 ■ MAINTENANCE OF TRAFFIC • A. General : Work under this section consists of maintaining traffic within the limits of the project for the duration of construction in accordance with the U . S . Department of ■ Transportation's Manual On Uniform Traffic Control Devices (MUTCD) 2003 Edition , FDOT Index 600 Series and FDOT Standard Specification Section 102 . The purpose of the Traffic Control Plan, presented in the roadway construction plans , is to depict the concept of feasible construction sequencing and maintenance of traffic. The Contractor may submit to the Engineer an alternate plan for review and approval, one week prior to the preconstruction conference. The Traffic Control Plan indicates typical signing , marking and barricade locations and types . Additional details are found in the MUTCD, • FDOT Index (600 Series) and Standard Specifications . The Contractor shall install only new TCP signs and shall be Engineer quality. B. Quantities: The Contractor is hereby notified that the Engineer's estimate of quantities , which appears on the summary of quantities sheet, is provided only for the Contractors information . The Contractor is to determine the actual quantities and items to be used ■ for maintenance of traffic. C . Off-duty police or sheriff deputies shall be used during various maintenance of traffic operations including: signalization adjustments and installations and lane closures of ■ duration greater than 10 minutes . D . Compensation : All compensation for maintenance of traffic other than barricades (Type ■ 11 ), Barricades (Type Ill) , Off-Duty Police or Sheriff Deputy , Concrete Barrier (Temporary) and variable message sign , shall be lump sum . This shall include all items and services necessary for the safe maintenance of traffic within the project limits. This shall include, but not be limited to, flaggers, construction and advisory signing , detours, ■ temporary retaining systems , embankment, base material, asphaltic concrete, striping , maintenance of pavement, asphaltic concrete curb, stormwater removal , temporary drainage structures and pipe , pumps, commercial material for driveway maintenance, • flashing arrow boards , high intensity flashing lights , removable and temporary pavement markings , and temporary reflective pavement markers, temporary pavement, for maintenance of traffic. E. Non-Compliance: Should the Owner or Engineer determine that traffic within the project is not being maintained in accordance with the approved traffic control plan or presents a ■ public safety concern, the contractor shall have until the end of the working day, in which notification is given , to take action to modify the maintenance of traffic. Should the contractor fail to make such modification the Owner shall have the option to fine the Contractor $400 per day until remedied . ■ F . Contractor's Maintenance of Traffic Plan shall only allow for a one time 45 day maximum closure of 4t" Street. Should the Contractor fail to reopen 4t' Street within the 45 day ■ maximum closure allowance, Owner shall have option to fine the Contractor $1 , 000 . 00 per day until 4`" Street is reopened to traffic. G . Payment shall be made under: ■ Item No. 102-1 — Maintenance of Traffic — Lump Sum Item No . 102-74- 1 — Barricade (Temporary Type 11 ) — Each Day Item No. 102-74-2 — Barricade (Temporary Type 111) — Each Day Item No. 102-99 — Changeable — Variable Message Sign (Temporary) — Each Day TECHNICIAL PROVISIONS ■ TP- 2 FA\Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Strect Bridge Over Cooch 07-20-06\0209 Technical ■ Provisions.rtf + When using stay-in-place metal forms to form bridge floors, the forms, concrete required to fill the form flutes , attachments , supports, shoring , accessories , and all miscellaneous items or work required to install the forms shall be included in the Contract unit price of the + superstructure concrete . 400-23.8 Payment Items : Payment will be made under: Item No. 400- 1 Class I Concrete - per cubic yard. Item No. 400-4-2 Class IV Concrete Endwalls - per cubic yard . Item No. 400-91 Construction Dewatering — per lump sum SECTION 410 + PRECAST CONCRETE BOX CULVERT (See FDOT standard Specifications for Road and Bridge Construction 2004) 410-1 Description. Construct precast concrete box culverts. Submit details of special units , modifications, and required devices for approval to the Engineer prior to manufacturing. 410-2 Materials. + Meet the requirements of AASHTO M 259 [AASHTO M 259M] for installations with cover greater than 2 feet [0 . 6 m] and AASHTO M 273 [AASHTO M 273M] for installations with less than 2 feet [0. 6 m] of cover. The plans will note the appropriate table for the AASHTO specification to be used . Design the precast box culvert section for the same live load , hydraulic + opening , fill height, and reinforcing steel cover as the plan details using the section dimensions shown in the appropriate tables in the AASHTO specifications . Alternatively, in lieu of a redesign , design the precast box culvert section identical to plan details including reinforcing steel quantity, grade and cover, concrete class , and slab and wall thicknesses . Ensure that a Specialty Engineer performs any redesign of the box culvert and signs and seals the plans . When used with headwalls and other special features , provide special precast end sections having exposed reinforcement for tying headwall reinforcing steel . T he Engineer will not allow field cutting of the sections for the purpose of exposing reinforcement. 410 -3 Trench, Foundation , Laying, and Backfill . For the methods of construction of trench and foundation , and for laying and backfilling , meet the requirements specified in Section 430 , and the following : Lay all precast box culvert sections on a dry, unyielding foundation . Provide dewatering ' devices capable of maintaining a stable as well as surface dry trench bottom . Provide bedding that consists of a minimum 6 inch [150 mm] depth of coarse concrete sand or other suitable granular material placed below the culvert to a minimum width of 12 inches [300 mm] outside ' the exterior walls of the culvert. Set grade forms 12 inches [300 mm] outside each exterior wall of the box culvert. Uniformly compact this material as required in 120-9. 3 , and then grade off using the forms. Set the grade forms approximately 1 /8 to 1 /4 inch [3 to 6 mm] above the 0 theoretical grade line to allow for soil compression . Adjust this distance to yield the proper grade, but do not use in lieu of the proper compaction of the granular bedding material . Remove the forms after placing the precast box culvert section . When required by the plans , provide ■ other special bedding . Obtain the Engineer's approval of the method of controlling line and grade during culvert installation . Use a method that allows rapid checking of the previously laid sections . Maintain line and grade on sections previously set . The Engineer will consider sections which do not retain the plan line (within 0. 10 foot [30 mm]) or grade (within 0. 10 foot [30 mm]) during laying of subsequent sections as not having been laid to line and grade. Take up and relay sections not to line and grade without additional compensation . Begin backfilling only after the Engineer determines that the culvert sections are to line and grade and will not be TECIE\ ICIAL PROVISIONS TP- 45 FAEngineering\Capital Projects\0209.4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Conch 07-20-060209 Technical affected by subsequent laying procedures. Seal holes provided for lifting or joint restraint by .. plugging using a non-shrinking mortar in accordance with 450-11 . 2, and properly cure to ensure a sound and watertight plug . r 410-4 Joints. Make field joints for precast concrete box culvert sections with a butyl rubber based preformed plastic gasket material or as detailed in the plans . For culverts to be laid with joints made from preformed plastic gasket material, meet the requirements outlined in 430-7 . 3 , and the following : Furnish to the Engineer a written recommendation of the size (cross-sectional area) of — gasket material which will create a watertight seal . Ensure that this amount is the minimum quantity of gasket material used. In addition , completely wrap the outside of each joint with either a woven or non-woven filter fabric. Use fabric having a minimum width of 2 feet [0. 6 m] and secure the fabric tightly against the box culvert section with metal strapping . The Contractor may use other methods which , in the opinion of the Engineer, would hold the fabric securely against the wall of the culvert until the Contractor places and compacts the backfill . When specified in the plans , secure the joint by a suitable device capable of holding the sections to line and grade as well as fully home. Remove these devices after placing and compacting sufficient backfill to secure the sections . Construct headwalls and other special features in place , leaving a sufficient length of steel exposed for connection to endwalls or cast-in-place sections. 410-5 Method of Measurement The quantity to be paid for will be the length , in feet [meters] , installed in place, completed and accepted , measured along the centerline of the structure , from end to end with proper deduction in length for cast-in-place headwalls or other cast-in-place sections. As an exception to the deduction in length requirement, short cast-in-place sections which are used in lieu of standard field joints as specified in 410-4 will not be deducted . Measurement for multiple barrel precast box culvert installations will be the total of measurements along each barrel . 410-6 Basis of Payment. • Price and payment will be full compensation for all work specified in this Section , including the cost of the special bedding material and its placement, graded forms, sealing hoses , preformed plastic gasket material, filter fabric material, attachment of the filter fabric, and restraining devices when required . The price will also include all excavation except the volume included in the items for the grading work specified for separate payment in Section 125 . Cast-in-place transitions and headwalls will be paid for under the pay items for concrete (culverts) and reinforcing steel (roadway) . As an exception to the above , when precast construction of a concrete box culvert is substituted for cast-in-place construction, payment will be made for concrete and steel at the ■ Contract unit prices. Prices and payments will be full compensation for all work specified herein. The quantities to be paid for will be those quantities which would be paid for if cast-in-place construction was utilized. Payment will be made under: Item No . 410- 70-128 Precast Concrete Box Culvert — ( 12' x 8') per linear foot. SECTION 415 TECHNICIAL PROVISIONS , TP- 46 F AEngincering\Capital Projects\02094th Street Bridge Over Conch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical t P.nvicinne rtf SECTION 104 EROSION CONTROL AND TREATMENT OF DEWATERING WATER AND STORMWATER FROM THE CONSTRUCTION SITE PART 1 — GENERAL 1 . 1 SCOPE A. This Section covers erosion control and the treatment of dewatering water and stormwater runoff from the construction site and work area. The pollution control measures shall prevent turbid or otherwise polluted waters from being discharged from the construction site or work area , to undeveloped portions of the site or off-site . B . The OWNER considers pollution from dewatering water and stormwater runoff from a construction site or work area to be a very serious offense . The CONTRACTOR is solely responsible for preventing pollution caused do by dewatering water and stormwater runoff from the construction site or work area . " C . The pollution control measures specified herein represent minimum standards to be adhered to by the CONTRACTOR throughout the Project' s construction . The OWNER reserves the right to require the CONTRACTOR to employ additional pollution control measures , when in the sole opinion of the OWNER, they are warranted . If site specific conditions require additional erosion and stormwater pollution control measures during any phase of construction or operation to prevent erosion or to control sediment or other pollution , beyond those specified in the Drawings or herein , implement additional best management practices as necessary , in accordance with Chapter 4 , "Best Management Practices for Erosion and Sedimentation Control" of the Florida Erosion and .. Sediment Control Inspector's Manual , included herein in Appendix " B" . D . The OWNER may terminate this Contract if the CONTRACTOR fails to comply with this Section . Alternatively, the OWNER may halt the CONTRACTOR's operations until the CONTRACTOR is in full compliance with this Section . If the OWNER halts the CONTRACTOR's work as a result of its failure to comply with this Section , the Construction Contract time clock will continue to run . E . In addition to these Specifications , comply with Chapter 4, "Best Management Practices for Erosion and Sedimentation Control" of the Florida Erosion and Sediment Control Inspector's Manual, included herein .. in Appendix " B . " If there is a conflict between the referenced Chapter 4 and these Specifications , the more stringent requirement shall prevail . TECIRQICIAL PROVISIONS TP- 3 r RTrigineering\Capital Projects\0209.4th Street Bridge Over Gooch Ditch\0209-0th Street Bridge Over Cooch 07-20-06\0209 Technical PmIricinnC Mf 1 .2 SOME PERMITS TO BE OBTAINED BY THE CONTRACTOR • A. The OWNER has obtained certain permits for this project and they are listed in paragraph SC-6 . 08 of the Supplementary Conditions. Per paragraph SC-6 . 08 . 1 of the Supplementary Conditions , the CONTRACTOR shall apply for, obtain , and pay for all other required permits and licenses . This may include but not be limited to : 1 . Long-term or short-term dewatering permit as required by the St. Johns River Water Management District (SJRWMD) . Contact SJRWMD at (321 ) 984-4940 to determine which permit is required and the associated statutory requirements; and 2 . The State of Florida Generic Permit for Stormwater Discharge From Large and Small Construction Activities . Contact the Florida Department of Environmental Protection (FDEP) at (866) 336-6312 (toll free) or (850) 245-7522 or www. dep . state .fl . us/water/stormwaterinpdes/ i B . Provide copies of all permits to the OWNER and ENGINEER and comply with all conditions contained in all permits at no extra cost to the OWNER. If there is a conflict between any permit requirement and these Specifications , the more stringent specification or requirement shall govern . " 1 . 3 GENERAL A. Do not begin any other construction work until the pollution control and treatment system has been constructed in accordance with approved plans and approved for use by the OWNER and applicable permitting authorities . . B . From time to time, the OWNER or ENGINEER will inspect the pollution control and treatment system and may take effluent samples for analysis by a testing laboratory selected and paid for by the OWNER . If at any time , the OWNER or ENGINEER determines that the pollution control and " treatment system is not in compliance with the approved system , the OWNER or ENGINEER will shut the portion of the project down that is not in compliance, and it shall remain shut-down until the pollution control and treatment system is properly constructed or repaired , and complies with the approved pollution control and treatment system plans and specifications . C . Schedule construction to minimize erosion and stormwater runoff from the construction site . Implement erosion control measures on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased , but in no case more than 7 days after the construction activity in that portion of the site has temporarily or permanently ceased . TECHNICIAL PROVISIONS TP- 4 FAEngineering\Capital Projer:M0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Ceoch 07-20-06\0209 Technical Prmrimnnc rtf - '■ REINFORCING STEEL (See FDOT standard Specifications for Road and Bridge Construction 2004) r. 415.1 Description. Furnish and place in concrete masonry reinforcing steel of the quality , type, size , and quantity designated. 415-2 Materials. Meet the following requirements : Bar Reinforcement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 931 - 1 . 1 Fabric Reinforcement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 931 -1 .2 ,. 415-3 Protection of Material.. Store steel reinforcement above the surface of the ground , upon platforms , skids , or other supports, and protect it as far as practicable from mechanical injury and surface deterioration ■, caused by exposure to conditions producing rust. When placing steel reinforcement in the work, ensure that the steel reinforcement is free from loose rust, scale , dirt, paint, oil , and other foreign material . 415-4 Bending, Splicing , and Cutting. Fabricate reinforcing bars as prescribed in the CRSI Manual of Standard Practice. Bend the reinforcement cold to the shapes indicated in the plans . Perform bending in the shop before �■ shipment, and not in the field unless shown otherwise in the Contract Documents. Do not hot bend or straighten, weld , or thermal cut reinforcing steel unless otherwise specified in the Contract Documents . 415-5 Placing and Fastening.. 415-5. 1 Bar Spacing - General : Except as otherwise specified herein , ensure that each bar is within 1 inch [25 mm] of the plan position . 415-5.2 Mortar Blocks for Spacing : Use precast mortar blocks to space and support the reinforcing steel . Use blocks composed of one part of cement to two parts of concrete sand that have wires cast into them for fastening to the steel . Moist-cure the blocks for at least three days. 415-5. 3 Wire for Tying : For tying reinforcing steel , use soft pliable wire, that readily bends and twists without breaking and that provides a tie of sufficient strength to hold the reinforcing steel in its proper position. 415-5.4 Splices : Where splices are authorized , rigidly clamp the bars or tie them in a manner meeting the Engineer's approval . Use the splice length as shown on the plans. The Contractor may submit additional splices the Specialty Engineer recommends for approval prior to use. Do not use welded splices except as specifically authorized by the Engineer and , when authorized , meet the requirements of AWS D 1 .4 "Structural Welding Code - Reinforcing Steel" . Use mechanical couplers or splice devices which develop at least 125% of the specified yield strength of the bar being spliced and are fisted on the Departments Qualified Products List . 415-5.5 Footings : 415-5 . 5. 1 Supports : In general , support the footing mat steel with mortar blocks having dimensions not greater than 4 by 4 inches [100 by 100 mm] by plan clearance. Fasten mortar blocks to the steel using the cast-in wires. The Engineer may approve other proposed means of support. • 415-5 .5.2 Tolerances : Place footing mat steel within 1I2 inch [ 13 mm] vertically from the plan bottom clearance and within 1 inch [25 mm] from the plan side clearance. 415-5. 5.3 Tying : Tie footing mat steel with a double-strand single tie at all intersections ■ on the periphery and at alternate intersections within the mat. 415-5. 6 Dowel Bars for Columns and Wails : 415-5.6. 1 Supports and Positioning : Position dowel bars projecting into columns and walls so as to allow splicing of the column bars or vertical wall bars to the dowels and to tie the TECHNICIAL PROVISIONS TP- 47 FAEngineering\Capita! ProjecuM094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07.20-06\0209 Technical dowel bars in their plan position . Support the dowel bars by a rigid template constructed across ., the top of the footing , and attach them to the template in such manner that placing the concrete does not disturb their position . Set the supports prior to the pouring of the concrete in the footings , and do not push dowel bars into the wet concrete after placing the footing concrete . 415-5. 6.2 Tolerances : Place the dowels within 112 inch [ 13 mm] of their plan position and with a side clearance tolerance not exceeding 1 /4 inch [6 mm] . 415-5 .7 Verticals and Hoops for Columns : r 415-5 .7. 1 Spacing-off from Side Forms: Space-off column steel from the side forms by mortar blocks of dimensions not exceeding 2 by 2 inches [50 by 50 mm] by clearance dimension . Securely fasten each block to the reinforcing . 415-5 .7.2 Tolerances and Clearance : (a) Column Verticals : Place column verticals within 112 inch [13 mm] of their plan position . Ensure that the side form clearance is within 114 inch [6 mm] of the specified _ clearance . (b) Column Hoops: Place every hoop within 1 inch 125 mm] of the plan position for the specific hoop, with no accumulation of such tolerance caused by the spacing between any i two hoops . Ensure that side form clearance for any hoop is within 112 inch [13 mm] of its specified clearance . 415-5.7.3 Tying : Tie the column hoops to the column verticals at each intersection , by a cross tie or "figure 8" tie. 415-5.8 Wall Steel (Not Including Dowel Bars) : 415-5.8. 1 Supports : Space-off wall steel from the side forms by mortar blocks of dimensions not greater than 2 by 2 inches [50 by 50 mm] by clearance dimensions. Fix the spacing between wall mats by means satisfactory to the Engineer. 415-5.8 . 2 Tolerance: Except where it is necessary in order to clear a fixture , place each bar within 1 inch [25 mm] of its specified position . In any case , ensure that the number of bars in any affected unit is as specified, and place the remainder of the bars (not thus affected) within the specified 1 inch [25 mm] tolerance. 415-5.8.3 Tying : Tie wall steel with a cross tie or "figure 8" tie. On the periphery, tie the steel at each intersection . Within the mat, tie the steel at every third intersection , except that where the wall is of such size that it is necessary that workmen use the reinforcing as a ladder, the Engineer may require tying at every other intersection , or at every intersection, as he deems . necessary. 415-5.9 Beams and Caps: 415-5.9 .1 Supports: Maintain bottom clearances by approved heavy beam bolsters. Support additional layers of main longitudinal steel from the lower layers by heavy upper-beam ■ bolsters, placed directly over low supports. Begin the spacing of beam bolsters at not more than 2 feet [0 .6 m] from the end of the beams or caps and space the additionally required bolsters at not more than 4 feet 11 .2 m] . ■ Use mortar blocks , having dimensions not greater than 2 by 2 inches 150 by 50 mm] by specified clearance , fastened to the steel by the cast-in wires , for spacing the upper main longitudinal steel below the top bars. Maintain the side clearance by mortar blocks, having dimensions not greater than 2 by 2 inches [50 by 50 mm] by required clearance, fastened to the reinforcing steel by the cast-in wires . 415-5. 9.2 Tolerances: Place the main longitudinal steel so as to provide a bottom and top clearance within 114 inch [6 mm] of the plan vertical dimensions for all layers . Space the steel from side forms within 1 /2 inch [13 mm] of the specified spacing . Space and tie the stirrups within 1 inch [25 mm] of the plan position for each individual stirrup , and do not allow the tolerance to accumulate . 415-5 . 9 . 3 Tying: Tie all intersecting bars with a double-strand single tie. 415-5. 10 Deck Slabs : 415-5. 10. 1 Supports: (a) Bottom Mats : In general , support the bottom mats of steel by one row of slab bolsters placed 6 inches [150 mm] from the edge of the slab and by two rows down each panel TECHNICIAL PROVISIONS TP- 48 R\Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Teclwical r Pmvisions.rtf • D . Inspect each pollution control system at least once per day. Clean and • maintain each pollution control system as required by its manufacturer or the OWNER, until the system is no longer needed . If a water quality violation occurs , immediately cease all work contributing to the water quality violation and correct the problem . E. Discharge shall not violate State or local water quality standards in the • receiving waters , nor cause injury to the public health or to public or private property, nor to the Work completed or in progress . The receiving point for water from construction operations shall be approved by the • applicable regulatory agency and the ENGINEER. F . Promptly repair all damage at no cost to the OWNER. 1 . 4 SUBMITTALS • A. Shop Drawings : Submit shop drawings of the proposed pollution control and treatment systems in accordance with Article 6 . 17 of the General Conditions . B . Stormwater Pollution Prevention Plan . • 1 . 5 STATE CERTIFIED EROSION CONTROL SPECIALTY SUBCONTRACTOR IS REQUIRED FOR DESIGN , INSTALLATION , AND MAINTENANCE A. Site-specific design of the erosion and stormwater pollution control system , and installation and maintenance of all erosion and stormwater pollution control devices , shall be by a State certified erosion control specialty subcontractor who specializes in the design , installation , and maintenance of such devices . _ After installation , this subcontractor shall maintain the erosion and stormwater pollution control devices until the devices are no longer necessary. ( Note: The CONTRACTOR may install and maintain the erosion and stormwater pollution control system under • the direction of the State certified erosion control specialty subcontractor. ) Before beginning construction , submit to the ENGINEER for review, a Stormwater Pollution Prevention Plan , prepared by the State certified • erosion control subcontractor. Construction shall not begin until the Stormwater Pollution Prevention Plan has been submitted to the ENGINEER . The CONTRACTOR shall complete the certification provided • at the end of this Section and it shall be a part of the Stormwater Pollution Prevention Plan . 1 . 6 " POLLUTION' AND CERTAIN UNCONTESTABLE POLLUTION EVENTS DEFINED • A. Except as may be defined otherwise in paragraphs 1 . 63 , 1 . 6 . C , and 1 . 6 . D1 "pollution " is the presence in off-site waters of any substances, contaminants , or manmade or human-induced impairment of waters or +� alteration of the chemical , physical , biological, or radiological integrity of TECHNICIAL PROVISIONS TP - 5 • FAEngineering\Capital Projects\02D94th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical Provisionsof water in quantities or at levels which are or may be potentially harmful or injurious to human health or welfare, animal or plant life , or property. Pollutants to be removed include but are not limited to , sediment and suspended solids , solid and sanitary wastes , phosphorus, nitrogen , pesticides , oil and grease, concrete truck washout, construction chemicals , and construction debris . B . When the Discharge is Directly Into an Existing Water Body, Pollution Occurs When . . . An existing water body (including ditches and canals) is defined to be polluted by the CONTRACTOR' s operations when at any time, the turbidity of the water immediately downstream of the CONTRACTOR' s discharge point(s) is 29 nephelometric turbidity units (NTUs) higher than the turbidity of the background water upstream of the discharge point(s) . [See Fla . Administrative Code 62-302 . 530] The ENGINEER or OWNER shall determine the locations where the turbidity is measured . C . When the Discharge is not Directly Into an Existing Water Body, Pollution Occurs When . . . In some instances , dewatering water or stormwater runoff from the construction site or work area may reach a water body indirectly, such as after traveling through pipes or by overland flow . Before construction commences , the OWNER or ENGINEER will measure background levels of total suspended solids (TSS) and turbidity , in the immediate vicinity of the discharge water's ultimate discharge point into the receiving water body. If the discharge water's TSS and turbidity measurements exceed these pre-construction background values by 29 NTUs for turbidity, then the discharge from the CONTRACTOR's operations is defined to be polluted . ` D . Pollution Always Occurs When . . . The discharge is defined to be polluted whenever any of the following is present in the discharge water: ., ( 1 ) Hazardous waste or hazardous materials in any quantity , (2) Any petroleum product or by-product in any quantity, (3) Any chemical in any quantity, or (4) Concentrated pollutants . E . Above paragraphs 1 . 6. 6, 1 .6 . C , and 1 .6 . D do not in any way , limit the types of conditions in which pollution may be determined to occur. 1 . 7 PENALTIES FOR NONCOMPLIANCE WITH THIS SECTION A. In addition to the OWNER's other remedies listed herein , if the CONTRACTOR fails to comply with this Section and erosion or pollution is caused by dewatering water or stormwater runoff from the construction site, the OWNER will report the violations to the Indian River County Code Enforcement Board , SJRWMD , Indian River Farms Water Control District (or other F . S . Chapter 298 Drainage District, as appropriate) , and other ` pertinent regulatory or enforcement agencies . TECHNICIAL PROVISIONS TP- 6 R\Engineering\Capital Projects\0209-4th Street Bridge Ova Coach Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical ProvisionsAf + between beams . Do not allow the spacing between rows to exceed 4 feet [1 . 2 m], measured center to center. As an exception , when deemed satisfactory by the Engineer, the Contractor may use + mortar blocks in lieu of slab bolsters . Use blocks 2 by 2 inches [50 by 50 mm] by clearance dimensions . Space mortar blocks 4 feet [ 1 . 2 m] on center as a maximum . If at any time, however, the Engineer judges that the mortar blocks do not provide the proper support , he may .. require using slab bolsters. (b) Top Mats : Support the top mats of steel by either continuous high chairs or individual high chairs . Support continuous high chairs along both sides of each beam and ,. approximately 6 inches [ 150 mm] back from the edge of the beam . Place the outside row of high chairs 6 inches [150 mm] from the edge of the slab . If using individual high chairs, space them transversely , as specified for the continuous high chair, and do not allow the longitudinal spacing to be greater than 4 feet [1 . 2 m]. As an alternate to the above , on prestress beam construction , the Contractor may support the top mat of steel on the shear connectors bent to the proper elevation with one line of high chairs centered between the beams . + (c) Truss Bars : Support truss bars at each end of the top bends by continuous high chairs or by individual high chairs spaced longitudinally at not more than 4 feet [ 1 . 2 m] . 415-5 . 10 .2 Tolerances : Ensure that top and bottom clearances are within 1 /4 inch [6 mm] from those shown on the plans. Ensure that end and bottom clearances are within 1 /4 inch [6 mm] from those shown on the plans . + Ensure that end and edge clearances are within 1 /4 inch [6 mm] of the clearance specified . Place curb bars within 1 /4 inch [6 mm] in any direction of the plan position . 415-5.10. 3 Tying : Tie all steel in each layer with a double-strand single tie at every intersection on the periphery and at every third intersection in the interior area. If encountering difficulty in maintaining the reinforcing steel in position during the placing of concrete, tie additional intersections as necessary to hold the reinforcing steel secure . 415-5.11 Box Culverts : 415-5 . 11 . 1 Supports: (a) Bottom Slabs : In the bottom slabs of box culverts , provide supports for single-mat steel and for bottom-mat steel , including placement and spacing, as specified for footing mat steel in 415-5. 5. In addition, where the plans call for more than one mat of steel in the bottom slab of the culvert, support the top mat away from the bottom mat, either by upper beam bolsters or by other means satisfactory to the Engineer. (b) Walls : Place , space and support the steel in walls of box culverts in accordance with the requirements of 415-5 . 8. (c) Top Slabs: In the top slabs of box culverts, support the bottom mats of steel by a row of slab bolsters 12 inches [300 mm] from the inside face of the walls and with additional rows of bolsters at spacings not exceeding 4 feet [1 . 2 m], center to center. As an exception, 0 unless the Engineer deems the use of the slab bolsters as necessary to obtain proper support , the Contractor may use mortar blocks as the supporting device . Use blocks of dimensions not greater than 2 by 2 inches [50 by 50 mm] by the required clearance , with spacings not exceeding 4 feet [1 .2 m] in any direction. Fasten blocks to the reinforcing steel by the cast-in wires. (d) Truss Bars: Support truss bars as specified in 415-5 . 10 . 1 (c) . 415-5. 11 .2 Tolerances : Use tolerances in placing the steel in box culvert slabs as specified for deck slabs in 415-5 . 10. 2 . Use tolerances for placing steel in walls as specified in 415-5 . 8 . 2. • 415-5. 11 .3 Tying : Tie steel in box culverts as specified for deck slabs in 415-5 . 10 . 3 . 415-5.12 Cleaning : Before placing any concrete , clean all mortar from the reinforcement. • TECHNICIAL PROVISIONS TP- 49 r FAEnginecring\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Tcchnical 415-5. 13 Metal Chairs and Bolsters : 415-5. 13. 1 General : Provide reinforcing steel bar supports manufactured in accordance with all requirements of the CRSI Manual of Standard Practice. Use chairs and bolsters of adequate strength to withstand a 300 pound [ 1 . 3 kN] concentrated load without permanent deformation or breakage, with the deformation under a 300 pound [1 . 3 kN] load being less than 5% of the support height. Ensure that no more than 5% of the reinforcing steel bar supports exhibit unsatisfactory performance, breakage, or permanent deformation during rebar tying and/or concrete placement operations . If a bar support does not achieve this level of performance, reduce the average spacing between bar supports by 15 % , or remove that product from use on the job. Ensure that bar supports, both chair and bolster, do not move during concrete placing operations . To prevent movement, tie supports to the reinforcing steel . When using bar supports on corrugated metal stay-in-place forms, use supports specifically designed for the form being used. 415-5. 13.2 Metal Chairs and Bolsters : For metal bar supports in contact with steel stay-in-place forms and metal bar supports in contact with boundary surfaces of concrete to be cast , provide supports constructed with molded plastic legs or plastic protected steel legs . Do not allow any portion of the bar support other than the molded plastic leg or plastic protected portion of the steel leg to be closer than 1 /2 inch [13 mm] from the boundary surface of concrete ., to be cast. Certify that all metal bar supports meet the following requirements: (1 ) That they are manufactured from cold drawn steel wire in accordance with the wire sizes and geometrical dimensions shown in the CRSI Manual of Standard Practice, Chapter 3, Table It . (2) That the plastic used for protection of the steel legs has a thickness of 3/32 inch [2. 5 mm] or greater at points of contact with the form work. Provide plastic protection by a dipping operation , by adding premolded plastic tips to the legs of the support or by molding plastic to the top wire of the support. Ensure that the . plastic material used for protection of steel legs does not chip , crack, deform , or peel under ordinary job conditions . Provide molded plastic legs that have sufficient strength to carry the weight of the supported reinforcing steel in its required position without deformation and ■ relaxation underjob conditions . 415-5.13.3 Recycled Plastic Chairs and Bolsters: In addition to the physical properties specified in Section 972 , mold plastic rebar supports in a configuration which does not restrict concrete flow and consolidation around and under the rebar support. ■ Do not use continuous legs or rails on surfaces of concrete . Meet the requirements of Section 972 for all recycled plastic products . Due to the wide range of applications and heights , ensure that the manufacturer U additionally certifies that he has examined the particular application and that his product is recommended for that stated use for that specific project. Provide each individual bar support with an identification number unique to the particular model permanently marked on the surface as included in the Qualified Products List. The Contractor may use a patent number or manufacturer' s model number as the identification number. ■ 415-6 Welded Deformed Steel Wire Fabric Reinforcement. 415-6.1 General : The Contractor may substitute welded deformed steel wire fabric reinforcement for deformed bar reinforcement when approved on shop drawings. Propose ■ substitutions of welded deformed steel wire fabric in a manner that provides a cross-sectional area per foot [meter] of welded deformed steel wire fabric equal to that provided on the plans for deformed bar reinforcement. Orient the deformed wires of welded deformed steel wire fabric reinforcement in the same position as bar reinforcement detailed in the plans . The Contractor may use smooth or deformed cross wires of welded deformed steel wire reinforcement. Use a cross wire size that is a minimum of 35% or more of the area of the deformed wire . TECHNICIAL PROVISIONS TP- 50 R Engincering\Capital Projecis\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Pmvicinns.rtf PART 2 MATERIALS AND INSTALLATION _ 2 . 1 GENERAL A. Staked Silt Fences : 1 . General : Use silt fences to control runoff from the construction site where the soil has been disturbed . 2 . Installation : Install per the manufacture's recommendations and as specified herein . in general , install the silt fence in a manner that allows it to stop the water long enough for the sediment to settle while the water passes through the silt fence fabric. All supporting posts shall be on the down-slope side of the fencing . Place the bottom of the fabric 6-inches minimum , under compacted soil to prevent the flow of sediment underneath the fence . Otherwise, install in accordance with FDOT Index No . 102 . 3 . Removal: Contractor is responsible for removal of silt screens . 4 . Product: All material shall be new and unused . Use FDOT Type IV silt fences where large sediment loads are anticipated , where slopes are 1 :2 (vertical: horizontal) or steeper, or as directed by the ENGINEER; otherwise use FDOT Type III silt fence . ,,. (a) For FDOT Type III Silt Fence - ACF Environmental , Catalog No . 360800000 , Florida DOT Silt Fence. U .S . Sieve = 30 , tensile strength = 120 pounds . The heavy-duty filter fabric >. shall be pre-attached to 48-inch long stakes on 6-foot centers . ( 1 -800-448-3636) . (b) For FDOT Type IV Silt Fence , modify the above Catalog No. �. 360800000 to comply with FDOT Index No. 102 . (c) Or equivalent. ,. B . Turbidity Barriers : 1 . General : Use turbidity barriers to control sediment contamination of rivers , lakes , ponds , canals , etc. ., 2. Installation : Install per the manufacturer's recommendations and per FDOT Index No . 103 unless directed otherwise by the ENGINEER . .. 3 . Removal : Contractor is responsible for disposal of turbidity barriers. 4. Product: All material shall be new and unused . The turbidity barrier shall be a pervious barrier and the fabric color shall be yellow. a . Parker Systems , Inc. ( 1 -866-472-7537) , model Type I . b . Or equivalent. C . Sedimentation Control From Dewatering or Pumping Operations Using Filter Bags : 1 . Remove silt, sediment, and other particles from dewatering or 9W pumping applications using a filter bag . The bag shall be manufactured using a polypropylene non-woven geotextile and sewn by a double-needle machine , using a high strength nylon thread . The bag shall have a fill spout large enough to accommodate a 4-inch pump discharge hose . Straps shall be attached to the bag to secure the hose and prevent pumped water from escaping without being filtered . TECE IICIAL PROVISIONS TP- 7 +� FAEngineering\Capital Projects\0209-4th Shut Bridge Over Cooch Ditch\0209-4th Street Bridge over Cooch 07-20-06\0209 Technical Pmvisinns rtf 2 . Installation : Install in accordance with the manufacturer' s specifications . Use as many filter bags as required , at no additional cost to the OWNER. Dispose of the bags offsite , at no cost to the OWNER . If the bags are placed on aggregate to facilitate filtration efficiency , do not use limerock aggregate . 3 . Product: The filter bag shall be supplied with lifting straps . a . " DIRTBAG 53 or 55 as applicable," supplied by ACF Environmental , Inc. ( 1 -800-448-3636) . b . "DANDY DEWATERING BAG" supplied by Dandy Products , Inc. (1 -800-591 -2284) . C. Or equivalent. D . Curb Inlet Protection : 1 . Filter stormwater before it enters curb inlets . 2. Installation : Install in accordance with the manufacturer' s specifications . Use as many of the specified filtration devices as required , at no additional cost to the OWNER . • 3 . Removal : The filtration devices shall become the property of the OWNER upon completion of the project. When they are no longer needed , carefully remove and clean the filtration devices and ` contact Indian River County Road and Bridge Division (772-5085) , which will provide a truck to pick them up . Load the filtration devices onto the County truck. ` 4 . Product: All materials shall be new and unused . The length of the curb inlet filtration device shall be at least 2-feet longer than the curb inlet opening . ` a . "GUTTERBUDDY, " supplied by ACF Environmental, Inc. ( 1 - 800- 448-3636) . _ b . Or equivalent. E . Catch Basin Protection : 1 . Filter stormwater before it enters catch basins (drop inlets) . The ` "sack" shall be manufactured from woven polypropylene geotextile and sewn by a double-needle machine, using a high strength nylon thread . The sack shall be manufactured to fit the opening of the catch basin or drop inlet and it shall have the following features : two dump straps attached at the bottom to facilitate emptying ; lifting loops as an integral part of the system to be used to lift the sack from the basin ; and a yellow restraint chord . approximately halfway up the sack to keep the sides away from the catch basin walls. The .. yellow restraint chord shall also serve as a visual means of indicating when the sack should be emptied . 2 . Installation : Install in each catch basin in accordance with the manufacturer's specifications . Use as many of the specified filtration devices as required , at no additional cost to the OWNER . 3 . Removal : The Contractor will be responsible for removal of all filtration devices . r TECEMCIAL PROVISIONS TP- 8 FA\Engineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Ccoch 07-20-06\0209 Technical Provisions.rtf do Provide welded steel wire fabric reinforcement as shown in the plans . 415-6.2 Design : When welded deformed steel wire fabric reinforcement is substituted for deformed bar reinforcement, ensure that the development length , splices , shear reinforcement, and distribution meet the requirements of the AASHTO Standard Specifications for Highway Bridges . 415-7 Method of Measurement 415-7. 1 General : The quantity to be paid for will be the computed weight, in pounds [kilograms] , of reinforcing steel entering into the completed structure or item of work and ,. accepted. The quantity will not include the reinforcing steel in any item of work for which the basis of payment includes the steel reinforcement. No separate payment will be made for reinforcing steel in pipe endwalls . No deduction will be made from reinforcing steel quantities for encroachment of inlets and pipes in box culverts. The lengths to be used in the calculation will be the detailed lengths of bars as shown in the plans . The quantity to be paid for will be the original plan quantity, determined as provided above . 415-7.2 Unit Weights of Bars: The unit weights used will be CRSI Standard Reinforcing Steel Bar Weights . 415-7.3 Fabric Reinforcement: Where fabric reinforcement is to be paid for by weight, the quantity to be paid for will be the product of the area, in square feet [square meters], of the fabric actually incorporated in the structure and accepted , by the manufacturer' s standard weight per square foot [square meter]. When welded deformed steel wire fabric reinforcement is substituted for deformed bar r reinforcement, the quantity to be paid for will be the quantity which would be paid for if bar reinforcement as detailed in the plans were utilized , based on plan quantity . _ 415-8 Basis of Payment. Price and payment will be full compensation for all work specified in this Section , including all welding , all clips , spacers, ties , mechanical couplers , etc. , and wire or other material used for fastening the reinforcement in place. In case short bars are permitted for use when full length bars might reasonably be required, the weight paid for will be only that which would be obtained if full length bars were used , with no allowance for lap . Payment will be made under: Item No. 415- 1 - 1 - Reinforcing Steel (Roadway) - per pound . SECTION 425 INLETS , MANHOLES AND JUNCTION BOXES A. CURB INLET P5 AND P6 : Structure bottoms shall be constructed as per FDOT Index 200 . Inlet tops shall be constructed as per FDOT Index 211 . B. Payment shall be made under: Item No . 425- 1 -521 — Inlet (Ditch Bottom Type C) (< 10') — Per Each r C . Cost of flumes to be included in the cost of curb and gutter, unless otherwise noted . ■ TECHNICIAL PROVISIONS TP- 51 F:lEngineering\Capital Projects10209-4th Street Bridge Over Cooch Di[ch10209-4th Street Bridge Over Cooch 07-20-0610209 Technical r SECTION 430 r PIPE CULVERTS AND STORM SEWERS r A. CONCRETE PIPE CULVERT (CLASS 111) 15" RCP : The concrete pipe culvert, Class III , shall be constructed in accordance with ASTM Designation C-76 , Class III , Wall B . Any select bedding needed to stabilize pipe to be #57 or #4 rock. Select bedding will be r included in the cost of the pipe. Minimum bedding depth to be 18" and minimum width to be diameter of pipe. Cost of removal of unsuitable material beneath 18" bedding shall be paid for as subsoil excavation item no . 120-4. r 430-8 Specific Requirements for Corrugated Metal Pipe. 430-8 .1 Field Joints : r 430-8.1 .1 General : Make a field joint with locking bands , as specified in Article 9 of AASHTO M 36 and AASHTO M 196M for aluminum pipe . For aluminum pipe , fabricate bands from the same alloy as the culvert sheeting . r When existing pipe to be extended is helically fabricated , make a field joint between the existing pipe and the new pipe using one of the following methods : ( 1 ) Cut the new pipe to remove one of the re-rolled annular end sections required in Sections 943 or 945 , or fabricate the pipe so that the re-rolled annular section is fabricated only on one end . Use either a spiral (helical) band with a gasket or a flat band with gaskets as required by 430-8. 1 . 2 (2) to join the pipe sections . (2) The Contractor may construct a concrete jacket as shown on the Design ., Standards , Index No. 280, provided that the minimum cover required by the Design Standards, Index No . 205 can be obtained . 430-8 .1 . 2 Side Drain , Cross Drain, Stone Sewer, and Gutter Drains : Where corrugated metal pipe is used as side drain , cross drain , storm sewer, or gutter drain , use a rubber or neoprene gasket of a design shown to provide a joint as specified in 430-4. Use a gasket of one of the following dimensions: (1 ) For annular joints with 112 inch [13 mm] depth corrugation: either a single gasket a minimum of 7 inches by 3/8 inch [175 by 9 . 5 mm] or two gaskets a minimum of 3 1 /2 inches by 3/8 inch [90 by 9 . 5 mm]; and for annular joints with 1 inch [25 mm] depth corrugations : . either a single gasket a minimum of 7 inches by 7/8 inch [175 by 25 mm] or two gaskets a minimum of 3 1 /2 inches by 7/8 inch [90 by 25 mm] . (2) For helical joints with 112 inch [ 13 mm] depth corrugation: either a single gasket a minimum of 5 inches by 1 inch [125 by 25 mm] or two gaskets a minimum of 3 1 /2 ■ inches by 1 inch [90 by 25 mm]; and for helical joints with 1 inch [25 mm] depth corrugations : either a single gasket a minimum of 5 inches by 1 1 /2 inches 1125 by 40 mm] or two gaskets a minimum of 3 112 inches by 1 1 /2 inches [90 by 40 mm] . • (3) Such other gasket designs as may be approved by the Engineer. If, in lieu of a single gasket spanning the joint, two gaskets are used , place these individual gaskets approximately 2 inches 150 mm] from each pipe end at the joint. When two • gaskets are used , seal the overlapping area on the coupling band between the gaskets consistent with the joint performance specified. The Contractor may tuck a strip of preformed gasket material over the bottom lip of the band for this purpose. Use coupling bands that • provide a minimum circumferential overlap of 3 inches [75 mm] . As the end connections on the coupling band are tightened , ensure that there is no local bending of the band or the connection . Use precurved coupling bands on pipe diameters of 24 inches [600 mm] or less . • Use flat gaskets meeting the requirements of ASTM D 1056 , designation 2C2 or 263 . In placing flat gaskets on pipe prior to placing the coupling band , do not stretch the gasket more than 15% of its original circumference. Use circular gaskets meeting the requirements of ASTM C 361 [ASTM C 361M]. Do not stretch the circular gasket more than 20% of its original ■ TECHNICIAL PROVISIONS TP- 52 FAFrigineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical B . Maintenance of Documents : ., 1 . Maintain in CONTRACTOR's field office in clean , dry, legible condition complete sets of the following : Drawings , Specifications , Addenda, approved Shop Draw- ings , samples , photographs , Change Orders , other modifications of Contract Documents, test records, survey data, Field Orders , and all other documents pertinent to CONTRACTOR' S Work. 2 . Provide files and racks for proper storage and easy access . • 3 . Make documents available at all times for inspection by ENGINEER and OWNER . 4 . Do not use record documents for any other purpose and do not remove them from • the field office. C . Recording : 1 . Label each document " PROJECT RECORD" in 2-inch high printed letters. " 2 . Keep record documents current. 3 . Do not permanently conceal any Work until required information has been recorded. • 1 . 2 RECORD DRAWINGS • During the entire construction operation , the CONTRACTOR shall maintain records of all deviations from the Drawings and Specifications and shall prepare therefrom " record" drawings showing correctly and accurately all changes and deviations from the work, made during construction to reflect the work as it was actually constructed . The following items are required to be shown on County project record drawings : 1 . Right-of-way Swale/Drainage — All culvert inverts ; inlet grate and bottom • elevations; swale beginning and end bottom elevations ; and highs and lows along top of bank. Size of swale . 2. Pipe Culvert/PVC Sleeves — Ail inverts, stations and offsets. 3. Outfalls — All pipe inverts , weir box elevations , weir elevation, and sizes. 4. Roadway/Off Site Drainage — All inverts ; manhole top elevation ; grate top elevations. 5. Retention Ponds — Perimeter elevations , grade breaks, depths, and calculate pond • area at control elevation and grade breaks above water surface . 6 . Roadway: a . Elevations of PVI at Profile Grade Line (PGL) . .. b. Edge of pavement elevations at curb inlets . c. Survey Control: Install/re-establish new roadway alignment control points (Survey Baseline or controlling line and all points as indicated on the plans or control sheet) upon final roadway completion . Include all intersections and side streets. Latitude, departure and elevations for all control points . d. Either if shown on plans or not: Any Public Land Comer or Governmental Survey Control point(s) destroyed and/or disturbed during the scope of the project shall be properly re-established as per standards as set forth within Florida Statutes , Administrative code and Minimum Technical Standards for that type of survey. All said surveying mentioned above shall be performed under the direct supervision of a registered Professional Surveyor and Mapper in the state of Florida and certified accordingly. Said Governmental agency(s) shall be notified in writing of disturbance and re-establishments . e. Stations and offsets , all structures. TECHNICIAL PROVISIONS TP- 10 F:\Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Prnvwinnc rtf 4 . Product: All materials shall be new and unused . a . "SILTSACK" (regular flow) , supplied by ACF Environmental , Inc. (1 -800-448-3636) . b . " FloGuard+PLUS , " supplied by Kristar Enterprises , Inc. ( 1 -800-579-8819) . C . Or equivalent. F . Construction Site Egress Driveways : Minimize the transport of sediment • and soil from the construction site or work area by vehicle wheels . Construct a crushed rock driving surface at the vehicle exit point(s) . ` Provide an area large enough to remove the sediment and soil from vehicle wheels before the vehicle leaves the construction site or work area . Provide wash-down stations as required to wash vehicle tires and retain all washwater on-site. G . Rock and Stone for Erosion Control and Pollution Control and Treatment: 1 . Crushed Limerock: Crushed limerock shall not be used under any circumstance. 2 . Acceptable Material: FDOT #4 non-calcareous aggregate (usually granite) , washed and meeting the requirements of FDOT Standard Specifications for Road and Bridge Construction , Section 901 . H . Hay Bales : Hay bales shall not be used . PART 3 EXECUTION A. Design , construct, and maintain the pollution control and treatment system to minimize erosion and capture and remove pollutants from the construction site and from all other areas disturbed by construction activities . PART 4 COMPENSATION A. All payment for the above items shall be made under: Item No . 103-1 — Erosion and Water Pollution Control — Per Lump Sum Item No . 104- 11 — Floating Turbidity Barrier — Per Linear Foot Item No . 104- 13- 1 — Silt Fence (Type Ill) — Per Linear Foot SECTION 108 AS-BUILTS 1 . 1 GENERAL • A. Maintain and provide the ENGINEER with record documents as specified below, except where otherwise specked or modified in Divisions 2-16 or the Supplementary Conditions . TECII IICIAL PROVISIONS TP- 9 FAEngineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\02094th Street Bridge Ova Cooch 07-20-06\0209 Technical Provisions.rtf circumference in placing the gasket on pipe . Use preformed plastic gasket material meeting the composition requirements of 942-2.2. Apply an approved vegetable soap lubricant, as specified for concrete pipe in 430- 7 . 1 . 1 . 430-8.2 Laying and Shape Requirements for Corrugated Metal Pipe : Install pipe using + either a trench or open ditch procedure. Check pipe shape regularly during backfilling to verify acceptability of the construction method used. Pipe deflected 5 % or more of the certified actual mean diameter of the pipe at + final inspection shall be replaced at no cost to the Department. Deflection measurements are taken at the point of smallest diameter on the corrugations. Upon completion of the project, and just prior to acceptance by the Department, clean the inside of all corrugated metal pipe and inspect it for breaks , corrosion or other damage to the coating or to the pipe itself, and make necessary repairs . B . DRAINAGE END TREATMENT: Subarticle 430-4. 6 (Page 383) . The second paragraph of this Subarticle is deleted . Flared end section (66" RCP) (Special) shall be constructed as shown in the detail shown within the construction plans . This item may require specialty precasting . The following company has been contacted and is interested in bidding on this item : Metromont Materials, attn: Mr. Mike Wilson , ph# 864/585-4241 . C . CONCRETE PIPE JOINTS : Subarticle 430-7 . 1 . 1 (Page 384) is modified by the addition of the following : In addition to the rubber gaskets all round and elliptical concrete pipe other than side drains shall have wrapped filter fabric jacket joints . The joint between the pipe and the structure shall also have a filter fabric jacket. These joints shall + conform to INDEX 280 and have a minimum wrapping width of 1 foot on both sides of the exposed joint. The fabric must be long enough to overlap the outer circumference of the pipe joint by a minimum of 1 foot. Metal strapping will be used on both sides of the circumference of the pipe joint to secure the fabric. Other methods which will secure the fabric against the wall until the backfill is compacted will be considered for approval by the Engineer. The filter fabric shall be in accordance with Section 985, and/or as modified by these special provision , for subsurface drainage . Payment shall be made under the unit price for concrete pipe. D . PIPE CULVERTS AND STORM SEWERS : Subarticle 430- 12. 1 (Page 389) . The text is deleted and the following substituted: "The quantities of pipe culvert to be paid for under this Section shall be the plan quantity in feet of concrete Pipe Culvert and Corrugated Aluminum Pipe Culvert subject to the provisions of 9-3 . 2 . Any additions or deletions thereto , as authorized by the Engineer, shall be determined by plan dimensions , final measurement, or any combination thereof, as measured along the centerline of the completed and accepted pipe. " Pipe that has been patched significantly prior to delivery shall be grounds for rejection of pipe . Lifting holes on pipe culverts shall be grounds for rejection of pipe. ASTM Specification C-76-85A and AASTM Specification M170-89 are modified by the following : Significant patching of pipe prior to delivery shall be grounds for rejection of pipe. The exposure of the ends of the longitudinal stirrups or spacers that have been used to position the cages during the placement of the concrete may be a cause for rejection by the Project Engineer. • TECHNICIAL PROVISIONS TP- 53 _ FAEngineering\Capital Projects\0209-4th Street Bridge Over Coach Ditch\0209-4th Street Bridge Over Coach 07-20.06\0209 Technical During construction , the Contractor is to maintain the storm sewer void of any silting material . Prior to final acceptance the Contractor or Engineer shall inspect and certify that the storm sewer is free of any construction material or debris and operates in a functional manner. Contractor shall remove silt and other material from sewer at no cost to Owner. Compensation shall be included in the maintenance of traffic lump sum item. 430-10 Specific Requirements for Corrugated Polyethylene Pipe and Polyvinyl Chloride _ (PVC) Pipe. 430-10 .1 Field Joints : Use gasketed joints to seal side drain , cross drain and storm drain . Use gaskets meeting the requirements of Section 449 . Ensure that the pipe manufacturer ` provides a joint design approved by the Engineer before use. 430-10.2 Installation Requirements including Trenching, Foundation and Backfilling Operations : Check structure shape regularly during backfilling to verify acceptability of the construction method used . Pipe deflected 5% or more of the certified actual mean diameter of the pipe at final inspection shall be replaced at no cost to the Department. r The work under this section shall include all materials , excavation , backfilling , tamping and disposal of surplus material . All required sheeting is to be included in the cost of pipe . Such price and payment shall be full compensation for all work in this section . Payment shall be made under: Item No. 430- 11 -323 Concrete Pipe Culvert 15" — Per Linear Foot Item No . 430-34-345 Bituminous Coated Corrugated steel Pipe Culvert (10 Gauge) (72") — Per Linear Foot SECTION 515 PIPE HANDRAIL Handrail shall conform to FDOT Index 521 , of the Design Standard for Design, Construction , Maintenance and Utility Operations on the State Highway System , January 2002 . Handrail shall be the two rail type. Payment shall be made under: • Item 515- 1 -2 — Pipe Handrail — Guardrail (Aluminum) — Per Linear Foot SECTION 520 CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATOR ■ 520-1 Description. Construct portland cement concrete curb and gutter, concrete traffic separator, valley gutter, ■ special concrete gutter, and any other types of concrete curb not specified in other Sections . 520-2 Materials. ■ 520-2. 1 Concrete: Use Class I concrete meeting the requirements of Section 347 . 520-2. 2 Reinforcement: For all steel reinforcement required by the plans , meet the requirements of Section 415 . ■ 520-2.3 Joint Materials : Meet the requirements of Section 932 . TECHNICIAL PROVISIONS , TP- 54 F:\Engineering\Capita! Prciecu\0209-4th Street Bridge Over Conch Ditch\0209.4th Street Bridge Over Conch 07-20-0610209 Technical Provisions.rif 1 . 3 AS-BUiLTS A. CONTRACTOR shall submit marked up Record Drawings to the OWNER. ENGINEER will input As-Built information on Electronic Drawing files . B . OWNER shall deliver to CONTRACTOR seven (7) sets of As-Builts plotted from electronic files with the marked up Record Drawings. C . CONTRACTOR's surveyor shall review, sign and seal As-Builts or Record drawing (s) . Said drawing (s) shall clearly state , type of survey , positional tolerances, adhere and be certified to by a registered Professional Surveyor and Mapper in the state of Florida, any standards set forth by Florida Statutes , Administrative code and Minimum Technical Standards for As-Built/Record surveys CONTRACTOR shall return marked up Record Drawings and six (6) sets of signed and sealed As-Builts to OWNER. W D . All Record Drawings are subject to review and approval by County Surveyor. E . Payment for Record Drawings , Review of Electronic As-Builts and signing and sealing As-Builts shall be made under: Pay Item No. 108-1 — As-Builts — Lump Sum' SECTION 110 CLEARING AND GRUBBING A Payment for Clearing and Grubbing shall include compensation for: the removal and disposal of asphaltic concrete and existing concrete pavement, concrete, sidewalks , curbing, abandoned utilities (including pipes, cables , conduit and structures), existing walls, shade house , riprap, various types of fences, septic tanks, drain fields , pump stations , motor boxes , pumps , irrigation apparatus , base material , trimming of trees and shrubs , drainage structures , pipe, backfilling the removal excavations , plus all other i items necessary to be removed to construct the project. All non-salvageable materials removed shall remain property of the Contractor unless otherwise directed by the Engineer or Owner (See Article SC-W). All unwanted materials shall be removed and suitably disposed of by the Contractor outside the project limits (see Article SC-W) . Any salvage value received from the removed materials shall be reflected in the Contractor's proposal . B. Clear and grub within the entire limits of the right-of-way except in specific areas designated by the Engineer to remain for aesthetic purposes . C. Existing and temporary asphaltic pavement and excess subsoil shall be disposed of outside the project by the Contractor, at a location and in a manner approved by the Engineer. D . Removal of existing pavement includes all removal and disposal of the asphalt within the limit shown on the plans . E. Existing artesian and non-artesian water wells located within the limits of the proposed roadway improvements shall be grouted and sealed in accordance with St. Johns River Water Management District Chapter 40C-3 , F .A. C . • TECHNICIAL PROVISIONS TP- 11 W FAEngineenng\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-050209 Technical P uielnne r f F. Cost of mailboxes shall include all labor to furnish and install and relocate due to construction phasing and materials required . ■ G . Payment shall be made under: Item No. 110-1 -1 - Clearing and Grubbing — Per Lump Sum • SECTION 120 EXCAVATION AND EMBANKMENT A. Earthwork, including earthwork for drives outside the right-of-way limits , shall be paid for as embankment. Cost shall include all work specified in this section and Section 120 of the Standard Specifications . Such price and payment shall specifically include all cost of any roadway , ditch or canal , and final dressing operations in accordance with Section 120- 13 . 3. ■ B . Earthwork quantities shall be considered as in-place material with no shrinkage or expansion factors. ■ C . Subsoil Excavation - Any excavation below the proposed bottom elevation of the select fill , isolated Swale bottom locations , isolated locations for pipe installations and as approved by the engineer shall be paid for as subsoil excavation . Approximately 2. 0 ft of subsoil excavation is required in sublateral canals and ditches located under proposed roadway and drainage culvert improvements . Cost of replacement embankment shall be included in cost of subsoil excavation . Contractor to coordinate with county representative prior to any subsoil excavation . D . Channel Excavation - Any excavation of the ditches and canals shall be paid for as Channel Excavation. E . Regular Excavation Regular Excavation includes roadway excavation and borrow excavation , as defined below for each . ■ Roadway Excavation - Roadway Excavation consists of the excavation and the utilization or disposal of all materials necessary for the construction of the roadway , ditches , channel changes , etc. , except as may be specifically shown to be paid for separately and that portion of the lateral ditches within the limits of the roadway right-of- way as shown in the plans . Borrow Excavation - Borrow Excavation consists of the excavation and utilization of material from authorized borrow pits, including only material that is suitable for the construction of roadway embankments or of other embankments covered by the W Contract. A Value Engineering Change Proposal (VECP) submittal based on using borrow material from within the project limits will not be considered . ' F . Embankment - General Requirements for Embankment Materials : The following is added after the first paragraph of Subarticle 120-7.2: ■ Roadway Design Standard Index No . 505 , Embankment Utilization Details is modified by the addition of the following : M Any stratum or stockpile or soil which contains obvious pockets of highly organic material may be designated as muck or unsuitable for construction of subgrade by the Owner. ' TECHNICIAL PROVISIONS TP- 12 F:Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical ProvisionsAf 520-3 Forms . 520-3 . 1 Form Materials : Construct forms for this work of either wood or metal. Provide forms that are straight, free from warp or bends , and of sufficient strength , when staked , to resist the pressure of the concrete without deviation from line and grade . For all items constructed on a radius, use flexible forms. 520-3.2 Depth of Forms : Ensure that forms have a depth equal to the plan dimensions for +■ the depth of concrete being deposited against them . 520-3.3 Machine Placement: The Contractor may place these items by machine methods with the approval of the Engineer provided that the Contractor consistently produces an acceptable finished product, true to line , grade, and cross section . 520-4 Excavation. Excavate to the required depth , and compact the foundation material upon which these items are to be placed as specified in 120-9. 520-5 Placing Concrete. Place the concrete in the forms, and tamp and spade it to prevent honeycombing , and until the top of the structure can be floated smooth and the edges rounded to the radius shown in the plans . 520-6 Joints. 520-6. 1 Contraction Joints : Except for machine placed items , the Contractor may form joints by using dummy joints (either formed or sawed) or by using sheet metal templates. If using sheet metal templates , ensure that they are of the dimensions , and are set to the lines , shown in the plans . Hold templates firmly while placing the concrete . Leave templates in place until the concrete has set sufficiently to hold its shape , but remove them while the forms are still in place . Saw contraction joints, for machine placed items , unless the Engineer approves an alternate method. Saw the joints as soon as the concrete has hardened to the degree that +. excessive raveling will not occur and before uncontrolled shrinkage cracking begins. Space contraction joints at intervals of 10 feet [3 m] except where closure requires a lesser interval, but do not allow any section to be less than 4 feet [ 1 .2 m] in length . ,. 520-6.2 Expansion Joints : Construct expansion joints at all inlets , at all radius points , . and at other locations indicated in the plans. Locate them at intervals of 500 feet [150 m] between other expansion joints or ends of a run . Ensure that the joint is 1 /2 inch [ 13 mm] in width . 520-7 Finishing . 520-7. 1 Repair of Minor Defects: Remove the forms within 24 hours after placing the concrete , and then fill minor defects with mortar composed of one part portland cement and two parts fine aggregate. The Engineer will not allow plastering on the face of the curb. Remove and replace any rejected curb , curb and gutter, or valley gutter without additional compensation . 520-7.2 Final Finish : Finish all exposed surfaces while the concrete is still green . In general , the Engineer will only require a brush finish . For any surface areas, however, which are too rough or where other surface defects make additional finishing necessary, the Engineer may require the Contractor to rub the curb to a smooth surface with a soft brick or wood block, using water liberally. Also , if necessary to provide a suitable surface, the Engineer may require the Contractor to rub further, using thin grout or mortar. 520-8 Curing . ' 520 -8. 1 General : Continuously cure the concrete for a period of at least 72 hours. Commence curing after completely finishing and as soon as the concrete has hardened sufficiently to permit application of the curing material without marring the surface . Immediately • replace any curing material removed or damaged during the 72 hour period . After removing the forms, cure the surfaces exposed by placing a berm of moist earth against them or by any of the methods described below, for the remainder of the 72 hour curing ■ period . TECIIIICIAL PROVISIONS TP- 55 ■ F1Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Conch 07-20-0610209 Technical 520-8.2 Wet Burlap Method : Place burlap, as specified in 925-1 , over the entire exposed ,. surface of the concrete, with sufficient extension beyond each side to ensure complete coverage. Overlap adjacent strips a minimum of 6 inches [ 150 mm]. Hold the burlap securely in place such that it will be in continuous contact with the concrete at all times , and do not allow any earth between the burlap surfaces at laps or between the burlap and the concrete. Saturate the burlap with water before placing it, and keep it thoroughly wet throughout the curing period . 520-8.3 Membrane Curing Compound Method : Apply clear membrane curing compound or white pigmented curing compound, as specified in 925-2, by a hand sprayer meeting the requirements of 350-3. 10, in a single coat continuous film at a uniform coverage of at least 200 square feet per gallon [0 . 2 Um2] . Immediately recoat any cracks, checks , or other defects appearing in the coating. Thoroughly agitate the curing compound in the drum prior to application, and during application as necessary to prevent settlement of the pigment. 520-8 .4 Polyethylene Sheeting Method : Place polyethylene sheeting , as specified in 925- - 3 , over the entire exposed surface of the concrete , with sufficient extension beyond each side to ensure complete coverage . Overlap adjacent strips a minimum of 6 inches [150 mm] . Hold the sheeting securely in place and in continuous contact with the concrete at all times . r 520-9 Backfilling and Compaction . After the concrete has set sufficiently , but not later than three days after pouring , refill the spaces in front and back of the curb to the required elevation with suitable material . Place and thoroughly compact the material in layers not thicker than 6 inches [ 150 mm] . 520-10 Surface Requirements. Test the gutter section of curb and gutter with a 10 foot [3 . 048 m] straightedge laid parallel to the centerline of the roadway and while the concrete is still plastic. Perform straightedging along the edge of the gutter adjacent to the pavement or along other lines on the gutter cross- section, as directed by the Engineer. immediately correct irregularities in excess of 114 inch [6 mm]. 520-11 Method of Measurement. For curb or curb and gutter, the quantity to be paid will be plan quantity , in feet [meters], measured along the face of the completed and accepted curb or curb and gutter. For valley gutter or shoulder gutter, the quantity to be paid will be plan quantity, in feet [meters] , measured along the gutter line of the completed and accepted valley gutter or shoulder gutter. For concrete traffic separator of constant width , the quantity to be paid will be plan quantity , in feet [meters] , measured along the center of its width , completed and accepted, including the length of the nose. For concrete traffic separator of varying width , the quantity to be paid will be plan quantity, in square yards [square meters] , completed and accepted. " 520-12 Basis of Payment. 520-12. 1 General : Price and payment will be full compensation for all work specified in this Section. 520-12.2 Excavation : Excavation will be paid for as Roadway Excavation in accordance with 120-12 .2. 520-12.3 Reinforcement: Reinforcing steel will not be paid for separately. The Contractor shall include the cost of the steel in the Contract unit price for the item in which the steel is placed . ■ 520-12.4 Joint Materials : The Contractor shall include the cost of all joint materials in the Contract unit price for the item in which they are used. 520-12.5 Payment Items: Payment will be made under: Item No. 520- 1 - Concrete Curb and Gutter, FDOT Index 283 - per linear foot ■ Item No. 520- 1 -1 -Concrete Flume, FDOT Index 283 — per each TECHNICIAL PROVISIONS TP- 56 EAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions.rtf Backfill material containing more than 2. 0% by weight of organic material , as determined by FM 1 -T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material , shall not be used in construction of the reinforced volume . If an individual test value of the three samples exceeds 3 . 0% , the stratum or stockpile will not be suitable for construction of the reinforced volume. No A-8 material permitted in embankment. G . Payment shall be made under: Item No. 120-4 - Subsoil Excavation — Per Cubic Yard Item No. 120-5 - Channel Excavation — Per Cubic Yard Item No. 120-6- 1 - Embankment — Per Lump Sum " Item No. 120-7-1 — Regular Excavation — Per Lump Sum • SECTION 160 STABILIZING 160-1 Description. Stabilize designated portions of the roadbed to provide a firm and unyielding subgrade , having the required bearing value specified in the plans. When specified in the plans , provide additional strengthening of the subbase by additional stabilizing of the upper portion of the previously stabilized subgrade , within the limits specified . Perform work in accordance with an approved Quality Control Plan meeting the requirements of 6-8. 160-2 Stabilized Subgrade. For stabilized subgrade , choose the type of material , Commercial or Local . When the stabilizing is designated as Type B , the Engineer will determine compliance with the bearing value requirements by the Limerock Bearing Ratio (LBR) Method. If approved by the Engineer and only for materials requiring an LBR value of 40 , the Engineer may omit Sections 6 . 0 and 6. 1 of Florida Method of Test for Limerock Bearing Ratio (FM 5-515) and perform an Unsoaked LBR Test. The Engineer or the Contractor may request to use this method. If the Unsoaked LBR Test results in a failing test, then the Engineer will perform a standard Soaked ' LBR Test. Take responsibility for making the finished roadbed section meet the bearing value requirements , regardless of the quantity of stabilizing materials necessary to be added . Also . ' the Department will make full payment for any areas where the existing subgrade materials meet the design bearing value requirements without the addition of stabilizing additives, as well as areas where the Contractor may elect to place select high-bearing materials from other sources within the limits of the stabilizing . After substantially completing the roadbed grading operations, determine the type and quantity (if any) of stabilizing material necessary for compliance with the bearing value requirements. Notify the Engineer of the approximate quantity to be added . Obtain the Engineer's approval for spreading and mixing-in of such quantity of materials to achieve uniformity and effectiveness . The Engineer may allow, at no additional cost to the Department, the substitution of 6 inches [ 150 mm] of Granular Subbase meeting the requirements of Section 290 , when 12 inches [300 mm] of Type B Stabilization requiring an LBR value of 40 is specified. ■ TECFMCIAL PROVISIONS TP- 13 ■ FAEnginceringlCapital Projects\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical n.,..,.e.. ",, - 160-3 Stabilized Subbase. When Stabilized Subbase is required , after the mixing operations for the stabilization of the entire subgrade limits, strengthen the upper portion of the subgrade, within the limits shown , by adding and mixing-in a loose depth of commercial stabilizing material as designated in the plans or as may be otherwise designated by the Engineer. Provide a minimum depth of spread 3 inches 175 mm] (loose measurement) . 160 -4 Materials 160-4.1 Commercial and Local Materials : Meet the requirements of Section 914 for the particular type of stabilizing material to be used. 160-4.2 Use of Materials from Existing Base: When the use of materials from an existing base is required as all , or a portion , of the stabilizing additives, the Engineer will direct the location , placement, and distribution of such materials . Perform this work prior to the spreading of any additional commercial or local materials . Do not remove any section of existing base until the need for it in maintaining traffic is fulfilled . The Engineer may direct the Contractor to use materials from an existing base in combination with either of the designated types of stabilizing . 160-5 Construction Methods. ■' 160-5.1 General : A LOT is defined as a single lift of finished Subgrade , not to exceed 500 feet [150 m] . isolated mixing operations will be considered as separate LOTs. Curbpads and shoulders compacted separately shall be considered separate LOTS. Isolated compaction operations will be considered as separate LOTs. For multiple phase construction , a LOT shall not extend beyond the limits of the phase. Prior to the beginning of stabilizing operations, construct the area to be stabilized to an elevation such that, upon completion of stabilizing operations , the completed stabilized subgrade will conform to the lines, grades , and cross- section shown in the plans . Prior to spreading any additive stabilizing material, bring the surface of the roadbed to a plane approximately parallel to the plane of the proposed finished surface. The Contractor may process the subgrade to be stabilized in one course , unless the equipment and methods being used do not provide the required uniformity, particle size limitation , compaction, and other desired results, in which case , the Engineer will direct that the processing be done in more than one course. . ■ 1605. 2 Application of Stabilizing Material : When additive stabilizing materials are required , spread the designated quantity uniformly over the area to be stabilized . When materials from an existing base are to be used in the stabilizing at a particular ■ location , place and spread all of such materials prior to the addition of other stabilizing additives. Spread commercial stabilizing material by the use of mechanical material spreaders , except that where use of such equipment is not practicable, use other means of spreading , but ■ only upon written approval of the proposed alternate method . 160 -5.3 Mixing: Perform mixing using rotary tillers or other equipment meeting the approval of the Engineer. The Contractor may mix the materials in a plant of an approved type suitable for this work. Thoroughly mix the area to be stabilized throughout the entire depth and width of the stabilizing limits . Perform the mixing operations , as specified , (either in place or in a plant) regardless of whether the existing soil , or any select soils placed within the limits of the stabilized sections , have the required bearing value without the addition of stabilizing materials . 160-5.4 Maximum Particle Size of Mixed Materials: At the completion of the mixing , ■ ensure that the gradation of the material within the limits of the area being stabilized is such that 97 % will pass a 3 112 inch [90 mm] sieve and that the material does not have a plasticity index greater than eight or liquid limit greater than 30 . Remove any materials not meeting the plasticity requirements from the stabilized area . The Contractor may break down or remove from the ■ stabilized area materials , including clay lumps or lumps made of clay-size particles (any particle size 2 microns [2 Nm] or less) , not meeting the gradation requirements . TECIINICIAL PROVISIONS ■ TP- 14 FAEngineering\Capital Projects\0209-4th Street Bridge Over Conch Ditch\0209.4th Street Bridge Over Conch 07-20-06\0209 Technical ■ Provisions.rtf + SECTION 522 CONCRETE SIDEWALK (See FDOT standard Specifications for Road and Bridge Construction 2004 ) 522-1 Description. Construct concrete sidewalks . 522-2 Materials , Meet the requirements specified in 520-2 . 522-3 Forms. Provide forms as specified in 520-3 . 522-4 Foundation. Compact fill areas, including cut areas under the sidewalk that have been excavated more than 6 inches [150 mm] below the bottom of sidewalk, to a minimum of 95% of AASHTO T 99 density. The area to be compacted is defined as that area directly under the sidewalk and 1 foot [300 mm] beyond each side of the sidewalk when right-of-way allows . 522-5 Joints. 522-5. 1 Expansion Joints : Form 1 /2 inch 113 mm] expansion joints between the sidewalk and the curb or driveway or at fixed objects and sidewalk intersections with a preformed joint filler meeting the requirements specified in 932-1 . 1 . 522-5.2 Contraction Joints : 522-5 .2. 1 Types : The Contractor may use open type or sawed contraction joints. 522-5.2.2 Open-Type Joints : Form open type contraction joints by staking a metal bulkhead in place and depositing the concrete on both sides . After the concrete has set sufficiently to preserve the width and shape of the joint , remove the bulkhead. After finishing the sidewalk over the joint, edge the slot with a tool having a 1 /2 inch [ 13 mm] radius . 522-5. 2.3 Sawed Joints : If electing to saw the contraction joints , cut a slot approximately 3/16 inch [5 mm] wide and not less than 1 1 /2 inches [40 mm] deep with a concrete saw after the concrete has set, and within the following periods of time : Joints at not more than 30 feet [9 m] intervals . ...within 12 hours after finishing. Remaining joints . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . within 96 hours after finishing . W 522-6 Placing Concrete. Place the concrete as specified in 520-5. 522-7 Finishing . 522-7. 1 Screeding : Strike-off the concrete by means of a wood or metal screed, used perpendicular to the forms, to obtain the required grade and remove surplus water and laitance . 522-7 .2 Surface Requirements : Provide the concrete with a broom finish . Ensure that the surface variations are not more than 114 inch [6 mm] under a 10 foot 13 . 048 m] straightedge , or more than 1 /8 inch [3 mm] on a 5 foot [ 1 . 5 m] transverse section . Finish the edge of the sidewalk with an edging tool having a radius of 112 inch [13 mm] . Apply a tine finish by an approved hand method to curb cut ramps in lieu of a broom finish . Ensure that the tine finish consists of transverse grooves which are 0 . 03 to 0 . 12 inch [0. 8 to 3. 0 mm] in width and 0 . 10 to 0 . 15 inch [2. 5 to 3 . 8 mm] in depth , spaced at approximately 1 /2 inch [13 mm] centerto center. • TECHNICIAL PROVISIONS TP- 57 FAEngineering%Capital Projects102094th Street Bridge Over Cooch Ditch102094th Street Bridge Over Cooch 07-20-0610209 Technical Pmv.e.n..e rt 522-8 Curing . Cure the concrete as specified in 520-8. - 522-9 Method of Measurement. The quantity to be paid for will be plan quantity , in square yards [square meters], completed and accepted . s 522-10 Basis of Payment. Price and payment will be full compensation for all work specified in this Section . Excavation will be paid for under the items for the grading work on the project. Payment will be made under: Item No. 522- 1 Concrete Sidewalk, 4" Thick - Per Square Yard . • SECTION 530 RIPRAP r (See FDOT standard Specifications for Road and Bridge Construction 2004) 530-1 Description. Construct riprap composed of sand-cement or rubble (consisting of broken stone or broken concrete) as shown in the plans . When specified in the plans , place bedding stone under the rubble riprap . 530-2 Materials. 530-2. 1 Sand-Cement: (1 ) Portland Cement: Do not subject the portland cement used in sand-cement riprap to the tests required under the provisions of Section 921 , provided the portland cement is from an approved source. (2) Fine Aggregate : Meet the requirements of 902-3 . 3. (3) Sacks: Provide sacks made of jute, cotton, or scrim reinforced paper capable of holding the sand-cement mixture without leakage . Ensure that sack material is permeable and absorptive enough to permit passage of water to provide for hydration of the cement. Ensure that paper used in sacks is non-asphalt laminated with a polyester fiber scrim reinforcement in a three-way directional pattern , has an embossed finish , and is perforated approximately 3132 inch [2. 5 mm] in approximate 1 inch [25 mm] centers. Extend perforations continuously through the entire wail . Provide sacks of uniform size and dimensions, in order to provide uniformity of lines in the completed work. Use sacks that are free from holes and strong enough to withstand handling without ripping or splitting . Use only one type and size of sack at any one structure . (4) Grout: The Contractor need not test the cement or sand between the sacks in ' accordance with Section 346 , provided the cement is of a type and quality appropriate for this work as determined by the Engineer, and the sand is a clean commercial sand meeting the approval of the Engineer for this particular use . (5) Geotextile Fabric: Meet the requirements of Section 514. • 530-2.2 Rubble : 530-2.2. 1 Rubble ( Bank and Shore Protection): Provide sound , hard, durable rubble , free of open or incipient cracks, soft seams, or other structural defects , consisting of broken ■ stone with a bulk specific gravity of at least 2. 30 . Ensure that stones are rough and angular. For this application , use broken stone meeting the following gradation and thickness requirements: ' TECFMCIAL PROVISIONS TP- 58 FAEngineering\Capital Projects\0209.4t6 street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Prmkinns rrF " 160-5. 5 Compaction. : Except where a stabilized subbase is also to be constructed (as specified in 160-6) , after completing the mixing operations and satisfying the requirements for bearing value , uniformity , and particle size. Compact the materials at a moisture content permitting the specified compaction in 160-7 .2 . 3 . If the moisture content of the material is improper for attaining the specified density, either add water or allow the material to dry until reaching the proper moisture content for the specified compaction . 160-5. 6 Finish Grading : Shape the completed stabilized subgrade to conform with the finished lines , grades , and cross-section indicated in the plans. Check the subgrade using elevation stakes or other means approved by the Engineer. .. 160-5.7 Requirements for Condition of Completed Subgrade : After completing the stabilizing and compacting operations , ensure that the subgrade is firm and substantially unyielding to the extent that it will support construction equipment and will have the bearing ., value required by the plans . Remove all soft and yielding material , and any other portions of the subgrade which will not compact readily , and replace it with suitable material so that the whole subgrade is brought to line and grade, with proper allowance for subsequent compaction . 160-5. 8 Maintenance of Completed Subgrade : After completing the subgrade as specified. above , maintain it free from ruts, depressions, and any damage resulting from the hauling or handling of materials, equipment, tools, etc. The Contractor is responsible for maintaining the ' required density until the subsequent base or pavement is in place including any repairs , replacement, etc. , of curb and gutter, sidewalk, etc. , which might become necessary in order to recompact the subgrade in the event of underwash or other damage occurring to the previously compacted . subgrade . Perform any such recompaction at no expense to the Department. Construct and maintain ditches and drains along the completed subgrade section . 160-6 Stabilized Subbase (Additional Strengthening of Upper Portion). When a stabilized subbase is to be constructed in conjunction with the stabilization operations , after the mixing of the stabilization area as specified in 160-5. 3 , and determination that the bearing value requirements specified in 160-7 . 2. 1 have been met, shape the area over which the stabilized subbase is to be constructed as provided in 160-5. 1 , and compact it sufficiently to provide a firm surface for the operations to follow. Spread the amount of commercial stabilizing material specified in 160-3 for this operation, in accordance with 160-5. 2, and mix it to the depth indicated in the plans , in accordance with 160-5. 3. Allow a tolerance of 1 inch [25 mm] in excess of the plan depth in this mixing . The Engineer will not perform any additional tests for bearing value after the mixing of materials for the Stabilized Subbase. Compact and finish grading , as specked in 160-5.5 and 160-5 .6 , and meet the provisions of 160-5.4, 160-5. 7 , and 160-5 . 8 for this work. When commercial materials are used as the stabilizing additives for the initial subgrade .. stabilization , the Engineer may eliminate the work of Stabilized Subbase, either entirely or in designated sections of the overall limits for this work as may be specified in the plans . 160-7 Acceptance Program. 160-7. 1 General Requirements: Meet the requirements of 120-10. 1 , except use 160-7 .2 instead of 120-10 . 2. 160-7. 2 Acceptance Criteria: 160-7.2. 1 Bearing Value Requirements : 160-7 .2. 1 . 1 General : Within the entire limits of the width and depth of the areas to be stabilized , obtain the required minimum bearing value for each LOT. For any area where the bearing value obtained is deficient from the value indicated in the plans , in excess of the tolerances established herein, spread and mix additional stabilizing material in accordance with 160-5. 3 . Perform this reprocessing for . the full width of the roadway being stabilized and +. longitudinally for a distance of 50 feet [15 m] beyond the limits of the area in which the bearing value is deficient. Determine the quantity of additional stabilizing material to be used in ., reprocessing . TECHNICIAL PROVISIONS TP- 15 FAFrigineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions f 1604 .2. 1 .2 Undertolerances in Bearing Value Requirements: Use the following undertolerances from the specified bearing value , as based on tests performed on samples obtained after completing mixing operations : Specified Bearing Value Tolerance LBR 40 5 . 0 LBR 35 4 . 0 LBR 30 (and under) 2 . 5 The following unsoaked bearing value requirement is based on tests performed on .. samples obtained after completing mixing operations : Specified Bearing Value Unsoaked Bearin Value Required Tolerance LBR 40 LBR 43 0. 0 160-7 .2.2 Mixing Depth Requirements : Do not exceed individual depth tolerance of 2 inches 150 mm] or LOT-average depth tolerance of 1 inch [25 mm] . As an exception to the above mixing requirements , where the. subgrade is of rock, the Engineer may waive the mixing operations (and the work of stabilizing) , and the Department will not pay for stabilization for such sections of the roadway. 160-7.2.3 Density Requirements : 160-7.2. 3.1 General: Within the entire limits of the width and depth of the areas to be stabilized , other than as provided in 160-7 . 2. 3. 2, obtain a minimum density at any location of 98% of the maximum density as determined by FM 1 -T 180 , Method D. 160-7 . 2.3.2 Exceptions to Density Requirements: The Contractor need not obtain the minimum density specified in 160-7 .2. 3 . 1 if within the following limits: (a) The width and depth of areas which are to be subsequently incorporated into a base course under the same contract. (b) The upper 6 inches [150 mm] of areas to be grassed under the same contract. Compact these areas to a reasonably firm condition as directed by the Engineer. 160-7.2.4 Frequency : Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum r frequency listed in the table below. Test Name Quality Control Verification ., Maximum Density One per two consecutive LOTS One per eight consecutive LOTs Density One per LOT One per four LOTS Limerock Bearing Ratio One per two consecutive LOTsl One per eight consecutive LOTs Stabilizing Mixing Depth I Three per LOT One per LOT 160 -7.3 Additional Requirements: 160-7 .3.1 Quality Control Testing : 160-7 .3. 1 . 1 Bearing Values : Ensure compliance with 160-7 . 2 . 1 by sampling and testing the Stabilized Subgrade for determining the Limerock Bearing Ratio (LBR) in accordance with FM 5-515 and 160-7 . 2.4. Determine test locations including Stations and Offsets , using the Random Number generator provided by the Department, based on the two LOTs under consideration . 160-7.3 . 1 .2 Mixing Depth Requirements : Meet required plan mixing-depths by measuring from the proposed Final Grade Line. Ensure compliance with 160-7 .2. 2. Determine test locations including Stations and Offsets, using the Random Number generator provided by the Department. _ TECHNICIAL PROVISIONS TP- 16 F:�E.ngineering�Capitsl Projects\0209-4th Street Bridge Over Cooch Dhch10209.4th Street Bridge Over Cooch 07-20-06\0209 Technical Prmisionsxtf Weight Maximum Weight 50% Weight Minimum Minimum Blanket Pounds [Kilograms] Pounds [Kilograms] Pounds [Kilograms) Thickness in Feet [Thickness in Meters] 700 320] 300 135] 60 [25] 2 . 5 [0.75 Ensure that at least 97% of the material by weight is smaller than Weight Maximum pounds s [kilograms] . Ensure that at least 50% of the material by weight is greater than Weight 50% pounds [kilograms] . Ensure that at least 85% of the material by weight is greater than Weight Minimum pounds ,[kilograms] . r 530-2.2.2 Rubble ( Ditch Lining) : Use sound , hard , durable rubble, free of open or incipient cracks , soft seams , or other structural defects , consisting of broken stone or broken ,r concrete with a bulk specific gravity of at least 1 . 90 . Ensure that stones or broken concrete are rough and angular. Use broken stone or broken concrete meeting the following gradation and thickness requirements: Weight Maximum Weight 50% Weight Minimum Minimum Blanket r Pounds [Kilograms] Pounds [Kilograms] Pounds [Kilograms] Thickness in Feet [Thickness in Meters 75 35 30 15 4 2] 1 . 5 [0.45 Ensure that at least 97% of the material by weight is smaller than Weight Maximum pound [kilograms] . Ensure that at least 50% of the material by weight is greater than Weight 50% pound [kilograms]. Ensure that at least 90% of the material by weight is greater than Weight Minimum pounds ,[kilograms). 530-2.2.3 Physical Requirements of Broken Stone and Broken Concrete : Use broken stone and broken concrete meeting the following physical requirements : r Absorption maximum 5% W Los Angeles Abrasion maximum loss 45 %* FM 1 -T 096) Soundness (Sodium Sulphate) maximum loss 12%** (AASHTO T 104 Flat and elongated pieces materials with least dimension less than one third o greatest dimension not exceeding 10% by weight . r Dirt and Fines materials less than 1 /2 inch [ 13 mm] in maximum dimension accumulated from interledge layers, blasting or handling operations not exceeding 5% by weight. Ensure that granite does not have a loss greater than 55 % . ** The Engineer may accept rubble exceeding the soundness loss limitation if performance histoy shows that the material will be acceptable for the intended use . ' 530 -2.2.4 Source Approval and Project Control : The Engineer will approve mineral aggregate sources in accordance with 6-3. 3 as amended by the following : ( 1 ) The Engineer will subject all materials placed on the project to inspection ■ confirmation tests . Perform such tests at no expense to the Department. TECHNICIAL PROVISIONS TP- 59 • FAEngineedng\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209 Technical (2) The Engineer may control the gradation of the riprap by visual inspection either at the source or the project site. Resolve any difference of opinion with the Engineer in accordance with the method provided in FM 5-538. Provide all equipment, labor, and the sorting site at no expense to the Department. 530-2.2.5 Geotextile Fabric: Meet the requirements of Section 514. 530-2. 3 Bedding Stone : Use Bedding Stone of either a durable quality limestone or other quarry run stone , with a bulk specific gravity of not less than 1 . 90 and that is reasonably free ` from thin , flat and elongated pieces . Ensure that the bedding stone is also reasonably free from organic matter and soft, friable particles . Meet the following gradation limits: r Standard Sieve Sizes Individual Percentage by Weight Passing Inches [millimeters 12 inches 305 mm 100 ` 10 inches 254 mm] 70 to 100 6 inches 152 mm 60 to 80 3 inches 75 mm] 30 to 50 1 inch 125 mm 0 to 15 The Engineer will conduct source approval and project control of bedding stone as specified in 530-2. 2.4. In lieu of limestone or other quant' run stone , the Contractor may substitute non-reinforced concrete from existing pavement that is to be removed and which meets the above requirements for commercial bedding stone. 530-3 Construction Methods. 530-3 . 1 Sand-Cement: 530-3 . 1 . 1 Mixing Materials: Proportion sand and cement in the ratio of 5 cubic feet [0 . 14 ml of sand to 94 lbs . [43 kg] ( 1 bag) of cement. If proportioning the materials by weight, use a unit weight of 85 Ibs\ft3 [ 1 , 360 kg/m'] (loose volume) for sand. The Contractor may batch sand at the moisture content occurring in the stockpile . Mix the sand and cement until the mixture is of uniform color. 530-3. 1 .2 Filling Sacks: Accurately measure the mixed material into each sack, taking care to place the same amount of material in each sack; keep at least the top 6 inches [150 mm] of the sacks unfilled to allow for proper tying or folding and to ensure against breaking of the sack during placing . 530-3.1 .3 Placing : Place the filled sacks with their tied or folded ends all in the same . direction . Lay the sacks with broken joints , in a regular pattem . Ram or pack the sacks against each other so as to form a close and molded contact after the sand and cement mixture has set up. Remove and replace sacks ripped or torn in placing with sound , unbroken sacks. Then , M thoroughly saturate all sacks with water. 530-3 .1 .4 Grouting : Immediately after watering , fill all openings between sacks with dry grout composed of one part portland cement and five parts sand . 530-3.1 . 5 Toe Walls : The Contractor may construct toe walls of riprap for fill slopes of ■ poured in place concrete in lieu of sand cement in sacks . Meet the concrete requirements specified in Section 347 for Class I Concrete . if using sand cement in sacks for the toe walls, fill the entire trench excavated for the toe walls with sand cement in sacks. 530.3.2 Rubble: Dump rubble in place forming a compact layer conforming to the neat lines and thickness specified in the plans. Ensure that rubble does not segregate so that smaller pieces evenly fill the voids between the larger pieces . ■ 530-3 .3 Bedding Stone : Place bedding stone without puncturing or tearing the geotextile fabric. Remove and replace geotextile fabric damaged as a result of operations at no expense to the Department. The Engineer will allow an in place thickness tolerance of ± 1 inch [25 mm] . TECHNICIAL PROVISIONS TP- 60 FAFngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Prnvicinna r f 160-7.3. 1 .3 Maximum Density Requirement: Collect enough material to split and create three separate samples . Retain a Verification sample and Resolution sample for the Engineer until the Engineer accepts the eight LOTS represented by the samples . 160-7 .3.2 Department Verification Tests : 160-7 . 3 .2.1 Bearing Value : The Engineer will sample and test the Stabilized Subgrade for determination of the LBR in accordance with FM 5-515. The Engineer will select test locations , including Stations and Offsets, using a Random Number generator, based on the eight LOTS under consideration . 160-7.3.2.2 Mixing Depth Requirements : The Engineer will measure the mixing depth from the proposed Final Grade Line. The Engineer will select test locations , including Stations and Offsets, using a Random Number generator. 160-7. 3. 2.3 Maximum Density: The Engineer will randomly select one of the four split samples and test in accordance with FM 1 -T 180 , Methods D. 160-7.4 Verification Comparison Criteria and Resolution Procedures: 160-7 .4. 1 Bearing Value : If the Department's Verification test meets the requirements of 160-7 .2 . 1 , then the Engineer will accept the eight LOTS . Otherwise , the Engineer will obtain one additional sample of material taken from a randomly selected location within the eight LOTs in question . The State Materials Office or an AASHTO accredited laboratory designated by the State Materials Office will perform Resolution testing . The material will be sampled and tested in accordance with FM 5-515 . If the Resolution Testing results meet the requirements of 160-7 .2 . 1 then the Engineer will accept the eight LOTs in question, otherwise reprocess all eight LOTs in accordance with 160-5 and retest in accordance with 160-7 . 3 . 1 . 1 . 160-7.4.2 Mixing Depth Thickness : If the Department's Verification test meets the requirements of 160-7 .2 . 2, then the Engineer will accept that LOT, otherwise retest the LOT at a site within a 5 feet ( 1 . 5 meter) radius of the Verification test location and observe the following : 1 . If the Quality Control retest meets the requirements of 160-7 .2.2, then the Engineer will accept that LOT. 2. If the QC Re-test confirms shallow depth, re-mix the LOT to an appropriate Depth and re-measure in accordance with 160-7 . 3 . 1 . 2. The Engineer may re-verify in accordance with 160-7 . 3 . 2.2. 3. If the QC re-test confirms extra deep mixing , conduct an additional QC density test after compaction for the bottom 12 inches [300 mm] of the subgrade for that LOT in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test must meet the requirements of 160-7 .2 . 3 . 160-7.4. 3 Maximum Density Determination : The Engineer will verify the Quality Control results of the eight consecutive LOTS if the Verification test result compares within 4. 5 PCF [72 kg/m3] of the QC result for the corresponding LOTS. Otherwise , the Engineer will collect the Resolution split sample corresponding to the Verification sample tested . The State Materials Office or an AASHTO accredited laboratory designated by the State Materials Office will perform Resolution testing . The material will be sampled and tested in accordance with FM 1 -T 180, Method D . The Engineer will compare the Resolution Test results with the Quality Control test results. If the Resolution Test result is within 4 . 5 PCF [72 kg/m3] of the corresponding Quality Control test result, the Engineer will use the Quality Control test results for material acceptance purposes for each corresponding pair of LOTS . If the Resolution test result is not within 4. 5 PCF [72 kg/m3] of the corresponding Quality Control test, the Engineer will collect the remaining Verification split samples for testing . Verification Test results will be used for material acceptance purposes for the eight LOTS in question. 160-7.4.4 Density: When a Verification or independent Verification density test does not meet 160-7. 2. 3 (Acceptance Criteria) , retest the LOT at a site within a 5 feet ( 1 . 5 meter) radius of the Verification test location and observe the following : 1 . If the Quality Control retest meets the Acceptance Criteria and compares favorably with the Verification or Independent Verification test, the Engineer will accept the four LOTS in question. TECHNICLAL PROVISIONS TP- 17 F:\Engineering\Capital Projects\020911th Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Ccoch 07-20-06\0209 Technical 2. If the Quality Control retest does not meet the Acceptance Criteria and compares favorably with the Verification or Independent Verification test, rework and retest the material in _. that LOT. The Engineer will re-verify the four LOTS in question . 3 . If the Quality Control retest and the Verification or Independent Verification test do not compare favorably, complete a new equipment-comparison analysis as defined in 120- 10. 1 .2. Once acceptable comparison is achieved , retest the four LOTS . The Engineer will perform new verification testing . Acceptance testing will not begin on a new LOTS until the Contractor has a gauge that meets the comparison requirements . 160-8 Method of Measurement. 160-8 . 1 Type B Stabilization and Type C Stabilization: The quantity to be paid for will be the plan quantity, in square yards [square meters] , completed and accepted . 160-8.2 Stabilized Subbase : The quantity to be paid for will be the area , in square yards - [square meters], completed and accepted. 160-8.3 Commercial Stabilizing Material : The quantity to be paid for separately will be determined by measurement, loose volumes , in truck bodies , at the point of unloading. 160-9 Basis of Payment. • 160-9.1 Type B Stabilization and Type C Stabilization : Price and payment will constitute full compensation for all work specified in this Section applicable to these types of Stabilization , including furnishing and spreading of all stabilizing material required and any reprocessing of stabilization areas necessary to attain the specified bearing value . 160-9.2 Stabilized Subbase: Price and payment will constitute full compensation for the work of incorporating the additional commercial stabilizing material into the designated subbase area . 160-9 .3 Commercial Stabilizing Material : Price and payment will be full compensation for ■ furnishing and spreading commercial stabilizing material . No separate payment will be made for any commercial stabilizing material which the Contractor may elect to use in Type B or Type C Stabilization . No separate payment will be made for the work of using materials from an existing base, in the stabilizing section. 160-9 .4 General: The above prices and payments will constitute full compensation for all work and materials specked in this Section , specifically including all costs of the processing and incorporation of existing base materials into the proposed stabilization area when such work is required by the plans. If the item of Borrow Excavation is included in the Contract, any stabilizing materials obtained from designated borrow areas will be included in the pay quantity for Borrow Excavation . 160-9.5 Payment Items : Payment will be made under: Item No. 160-4-2 — Type B Stabilization — 8" — Per Square Yard ■ SECTION 285 OPTIONAL BASE COURSE • A. Sub Article 285-4 (Page 201 ) is modified by the addition of the following : ' Base material, thickness and requirements are described in the construction plans . Only one type of alternate base material shall be used No additional payment will be made for base thickness in excess of the specified thickness . TECI-1NICIAL PROVISIONS • TP- 18 FAEngineering\Capital ProjeW\0209-4th Street Bridge Over Comb Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical ■ .. 530-4 Method of Measurement. 530-4. 1 Sand-Cement: The quantity to be paid for will be the volume, in cubic yards [cubic meters], of sand actually used in the sand cement mixture and grout, satisfactorily placed and „ accepted . If sand cement is proportioned by volume , the sand will be measured loose in an approved measure prior to mixing with cement. If sand cement is proportioned by weight, A, approved scales will be used for this purpose and the volume will be calculated using a standard conversion factor for sand of 85 lbs ./ft3 [1 , 360 kg/m3] . No adjustment of batch weights to allow for varying moisture content of the sand will be made. MP For toe walls , the quantity to be paid for will include only the volume of sand cement in sacks or concrete placed within the neat lines shown in the plans for the toe walls . 530-4.2 Rubble and Bedding Stone: The quantities to be paid for will be the weight, in tons [metric tons], in surface dry natural state , by railroad scales , truck scales , or barge OF displacement. The Contractor shall determine the weights as follows : ( 1 ) Railroad Weights : The Contractor shall weigh railroad cars on railroad scales , before and after loading or before and after unloading . If weighed by other than the Engineer, a "' certified statement of weights will be required . Certificates of weight, furnished by the railroad company, will be acceptable without further certification . (2) Truck Weights : The Contractor shall weigh trucks on certified scales , loaded and .0 empty, as prescribed above for railroad weights . The Contractor shall weigh trucks in the presence of the Engineer, or furnish certificates of weights. (3) Barge Displacement: The Engineer will measure each barge. The Contractor shall fit do each barge with gauges graduated in tenths of a foot 130 .48 mm] increments. The Contractor shall locate a gauge at each corner of the barge near the lower end of the rake . The Contractor shall furnish additional gauges amidships if the Engineer deems necessary . The Engineer will compute all weights. 530-5 Basis of Payment. 530-5. 1 Sand-Cement: Price and payment will be full compensation for all work specified in this Section, including all materials, labor, hauling , excavation , and backfill . The Contractor shall include the cost of dressing and shaping the existing fills (or subgrade) for placing riprap in the Contract unit price for Riprap (Sand-Cement) . 530-5.2 Rubble: Price and payment will be full compensation for all work specified in this Section, including all materials, hauling , excavation , and backfill . The Contractor shall include the cost of dressing and shaping the existing fills (or subgrade) for placing riprap in the Contract unit price for Riprap (Rubble) . As an exception to the above , concrete that is shown to be removed from an existing structure and subsequently disposed of by being used in the embankment as riprap will not be w paid for under this Section . The Contractor shall include the cost of such work under Removal of Existing Structures. 530-5.3 Bedding Stone: Price and payment will be full compensation for all work specified in this Section , including all materials and hauling . The Contractor shall include the cost of dressing and shaping the existing fills (or subgrade) for placing bedding stone in the Contract unit price for Riprap (Rubble) . ' 530-5.4 Payment Items. Payment will be made under: ■ Item No . 530- 1 Riprap (Sand-Cement) - per cubic yard. Item No . 530-3-4 - Riprap (Rubble) (ditch lining) - per ton . • TECHNICIAL PROVISIONS TP- 61 FAEngineering\Capital Prujem \0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical RECTION 536 GUARDRAIL Guardrails shall conform to FDOT index 400 . 536-1 Description. Construct metal guardrail on posts of timber, steel , or as specified in accordance with the Contract Documents and the Design Standards . Also, remove existing guardrail , construct guardrail anchorages , and replace guardrail posts, as specified in the plans . 536-2 Materials, Use 536-2.1 Guardrail : Construct guardrail of the standard W-beam or thrie beam type. r materials for the rail and rail elements meeting the steel requirements of 967-1 . 536-2.2 Posts : 536-2.2. 1 General : Unless the Contract Documents designate a particular type of post , the Contractor may choose the type of post to use . Use posts of either timber, or steel , and of n. the sizes and dimensions shown in the plans . Use the particular type selected throughout a run of rail , except where special steel posts are required . 536-2. 2.2 Timber Posts : Meet the requirements of the latest edition of the Souther Pine Inspection Bureau's Standard Grading Rules for Souther Pine Lumber, for No. 1 grade timber, and treat the posts in accordance with the requirements for posts in 955-5 . 3. Ensure that penetration of preservative is in accordance with requirements for round piles and fence posts in _ 955-6. 2 . Shape and drill the posts prior to treatment, and ensure that they do not vary more than 1 inch [±25 mm] from the specified length . Dress all timber posts on all four sides (S4S) . 536-2. 2.3 Steel Posts: Use steel posts meeting the requirements of ASTM A36 [ASTM ' A 36M] steel . Galvanize the posts in accordance with the requirements of ASTM A 123 [ASTM A 123M], with 2 oz/ft2 [600 g/m2] of zinc coating . Drill the posts prior to galvanizing . Ensure that the manufacturer furnishes certification showing physical and chemical properties of each heat, . the amount of spelter coating , and conformance ASTM A 123 [ASTM A 123M] . The Contractor may use steel guardrail posts of either a rolled section or a welded structural shape with nominal dimensions as shown in the Design Standards . For welded structural shapes , meet the following requirements: (1 ) Ensure that the design properties of the shape meet or exceed the design properties for a W 6 x 9 . [W 150 x 14] shape as contained in the AISC Manual of Steel Construction. (2) Weld in accordance with the requirements of ASTM A 769 [ASTM A 769M]. (3) After cutting posts to length , place a weld to seal the spaces between the web plate and flange plates. (4) Galvanize as specified above after completing all drilling and welding . 536-2.3 Anchor Blocks: Use anchor blocks of Class I concrete, and construct and place them in accordance with the requirements shown in the plans or as directed by the Engineer. 536-2.4 Offset Blocks : Use guardrail offset blocks of either timber, steel , recycled plastic, or rubber, and of the sizes specified in the Design Standards. Treat timber blocks in accordance with the requirements for posts in 955-5. 3 . Ensure • that penetration of preservative is in accordance with requirements for round piles and fence posts in 955-6.2. For timber offset blocks, meet the requirements of the latest edition of the Southern Pine Inspection Bureau's Standard Grading Rules for Southern Pine Lumber, for No . 1 grade timber. Dress all timber offset blocks on all four sides (S4S) . Ensure that timber offset • blocks do not vary more than 0. 25 inch 16 mm] from the specified length . Use rubber blocks that have a minimum Durometer hardness of 50 (ASTM D 2240) , show no cracking at the end of an ozone exposure of 100 ± 10 pphm for 15 hours at 100°F [38°C] (ASTM D 1149 mounting type A) , do not exceed 15 points change in Durometer hardness in oven ageing for 70 hours at 158°F [70°C] (ASTM D 573) , and show no cutting or tearing under a 6 , 500 Ib [29 kN] load applied through a guardrail section . Ensure that the blocks , TECBNICIAL PROVISIONS TP- 62 FAFngineering\Capital Pro)ects\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical , Prnvieinne Of .. This item shall be in accordance with Index 514 of the FDOT Design Standards for Design, Construction , Maintenance and Utility Operations on the State Highway System / January 2002. Base material (Cemented Coquina , Group 14 — 14") shall be placed in (min) Two Lifts. Base Material (Cemented Coquina , Group 6 — 8" , and Group 4 — 6") shall be placed in (min) One Lift. This item shall include all prime and tack coats. + B . Payment shall be made under: Item No . 285-714 - Base Group 14 - ( 14") - Per Square Yard + Item No. 285-714-2 — Base Group 4 — (6") — Per Square Yard SECTION 334 SUPERPAVE ASPHALT CONCRETE A. Sub article 334 . 11 (Page 266) is modified by the addition of the following: ' Included in this payment will be tack coat and bituminous materials (Plant Mix). No separate payment will be made for bituminous materials . No additional payment will be made for asphalt thickness in excess of the specified thickness. B. Payment shall be made under: Item No. 334-1 -113 — Superpave Asphaltic Concrete (Traffic C) (sp 9. 5) ( 1 ") — Per + Ton Item No. 334- 1 -213 — Superpave Asphaltic Concrete (Traffic C) ( SP- 12 . 5) ( 1 . 5) — Per Ton Item No . 339-1 — Miscellaneous Pavement — Per Ton SECTION 400 + CONCRETE STRUCTURES (See FDOT standard Specifications for Road and Bridge Construction 2004) 400-1 Description . Construct concrete structures and other concrete members , with the exception of pavement and incidental concrete construction (which are specified in other Sections) . Refer to Section 450 for prestressed construction requirements additional to the requirements of this Section . For precast concrete structures meet the requirements of Section 450 for storage , shipping .. and erection . + + TECHNICIAL PROVISIONS TP- 19 +� E:1Engineering\Capital Projects\0209Ath Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Conch 07-20-06\0209 Technical 400-2 Materials. Meet the following requirements : Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Sections 346 and 347 Reinforcing Steel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 415 ,. Curing Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'Section 925 Epoxy Bonding Compounds . . . . . . . . . . . . . . . . . . . . . . . . . Sections 926 and 937 Joint Materials . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 932 BearingPads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 932-2 Self-Lubricating Bearing Plates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 964-2 CopperWater Stops . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . 964-4 Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 923 Non-Shrink Grout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 934 Class 5 Applied Finish Coatings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 971 'The Engineer will allow clean sand and sawdust for certain curing , when and as specified . 400-3 Depth of Footing . Consider the elevations of the bottoms of footings, as shown in the plans, as approximate only. The Engineer may change dimensions or elevations of footings as necessary to secure a satisfactory foundation . if the elevation of a footing as shown in the plans is changed to a higher or lower elevation, the Engineer will not consider such change as a material change to the original Contract Documents, a waiver of any condition of the Contract, or an invalidation of any of the provisions of the Contract. If the excavation must be carried deeper than shown in the ` plans to obtain a satisfactory foundation , the Engineer will revise the plans in accordance with one of the following methods : (a) The Engineer will keep the top of the footing at the elevation shown in the original plans and will increase the thickness to obtain a satisfactory foundation . The Engineer will follow this method when the change in bottom elevation of the footing is 12 inches [300 mm] or less. When this method is followed, place the reinforcing steel the same as if the footings, as shown in the original plans , were placed on a subfooting of plain concrete; make no alteration in the position of the reinforcing bars relative to the top of the footing . (b) The Engineer will revise the plans and lower the footing, thereby increasing the height of stem , to obtain a satisfactory foundation . Generally, the Engineer will increase the ,. thickness and width of footing over that shown in the original plans. If this method is followed , use the dimensions, sizes , and location of reinforcing steel shown in the revised plans . The Engineer will follow this method when the change in elevation of the bottom of footing exceeds 12 inches 1300 mm]. The Engineer will determine which of the above methods to use . 400-4 Falsework, 400-4. 1 Plans: At the Engineer' s request, furnish detailed plans for falsework or centering to the Department. The Contractor is responsible for results obtained by using these plans. 40042 Design and Erection : Design and construct all faisework to provide the necessary rigidity and to support the loads without appreciable settlement or deformation. Use screw jacks or hardwood wedges to take up any settlement in the framework, either before or during the placing of concrete . If any weakness develops and the centering shows undue settlement or distortion , stop the work, remove any masonry affected , and strengthen the falsework before resuming work. Support falsework which cannot be founded on a satisfactory footing on piling . Space , drive, and remove the piling in an approved manner. 400-4.3 Camber: Provide camber to correct for settlement and deflection of falsework. Give bridges permanent camber only when shown in the plans . 400-5 Forms . 400-5. 1 General : Provide forms, either of wood or metal , that are as follows: (a) externally secured and braced where feasible; (b) substantial and unyielding ; (c) of adequate strength to contain the concrete without bulging between supports and without apparent deviation from the TECHNICIAL PROVISIONS TP- 20 F:\EngineerineCapital Pmjects\0209-0i1 Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions.rtf i present a neat appearance and have plane surfaces . Provide rubber blocks that are 6 inches [150 mm] wide , 8 inches [200 mm] deep and 14 inches [360 mm] high . Allow dimensional tolerances of ±518 inch [ 16 mm] in height, ±318 inch [ 10 mm] in width , and ±3/8 inch [10 mm] in W depth . For Recycled Plastic offset blocks , meet the requirements of Section 972. 536-2. 5 Reflector Elements : Mount acrylic plastic reflectors on the guardrail in accordance with the details shown in the plans . Provide reflectors that meet the requirements of 993-5 and W are colorless or amber, in accordance with the locations of use for each , as specified in the plans . 536-2 . 6 Certification : Provide the Engineer a certification from the manufacturer confirming W that all materials (timber or steel posts , anchor and offset blocks , reflector elements , and all other accessories) meet the requirements of this Section , Section 6 and the Design Standards . Provide the Engineer a copy of the certification at least ten days prior to guardrail construction . Also furnish the Engineer a Certificate of Compliance certifying that the guardrail system , materials and construction practices comply with applicable Design Standards and Specifications. Acceptance of furnished material will be based on the Certificate of Compliance , material certification and visual inspection by the Engineer. Aw 536-3 Setting Posts. Set standard length posts vertically to the depth shown in the Design Standards . Set special length posts vertically to the depth shown in the plans . Align and realign posts as necessary , until final acceptance. Where the posts are not set in concrete or mounted on structures , backfill the post holes with suitable thoroughly tamped material . As an alternate method, the Contractor may use a post-driving machine , meeting the approval of the Engineer and capable of driving the posts without damaging them . For guardrail post replacement, backfill and compact the existing hole prior to setting the new post. If driving posts through asphalt pavement, the Contractor may either block out holes for the .w posts during the paving operation or cut holes through the mat prior to the post installation . Either block-out or cut through an area that is at least 50% larger than the area of the post being driven . After completing installation of the posts and compaction of the backfill material , patch the area around each post with fresh hot bituminous mixture. 536 -4 Erection of Rail. Erect the guardrail panels , supports, anchors , etc. , as shown in the Design Standards . 536-5 Existing Guardrail. Stockpile guardrail , so specified , within the right-of-way at a location approved by the Engineer. Dispose of all remaining guardrail not specified for stockpiling . 536-6 Method of Measurement. 536-6.1 Guardrail : The quantity to be paid for will be the plan quantity, in feet [meters], - constructed , in place and accepted . The plan length of a run of guardrail will be determined as a multiple of the nominal panel lengths plus the nominal lengths of terminal sections, unless payment for the terminal sections are included in the end anchorage or bridge anchorage assemblies . 536-6.2 End Anchorage Assemblies: The quantity to be paid for will be the number of each type as designated , constructed , in place and accepted . 536 -6 .3 Special Guardrail Posts : The quantity to be paid for will be the number of each , constructed, in place and accepted . The designation "Special Guardrail Posts" will include only such posts as require special fabrication , for installation at locations where the normal setting would conflict with concrete structures , such as approach slabs , culvert slabs , footings, inlets , etc. Special posts , however, will not include posts for double-face median guardrail, regardless of whether they are embedded in or attached to concrete. TECIINICIAL PROVISIONS TP- 63 s F :\Engineenng%Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical 536-6.4 Bridge Anchorage Assemblies: The quantity to be paid for will be the number of each, constructed, in place and accepted . 536-6.5 Guardrail Anchorage (Concrete Barrier Wall) : The quantity to be paid for will be the number of each, constructed , in place and accepted. 536-6.6 Guardrail Post Replacement: The quantity to be paid for will be the number of each , replaced . 536-6.7 Removal of Existing Guardrail: The quantity to be paid for will be the length , in feet [meters], measured prior to removal . 536-6 . 8 Special Steel Guardrail Posts: The quantity to be paid for will be the number of - each , constructed, in place and accepted . 536-7 Basis of Payment. • 536-7. 1 Guardrail : Price and payment will be full compensation for all work specified under this Section, including the furnishing and installing of the acrylic plastic reflectors and all other materials as specified . Payment will be made under the items as follows : a. Where the Contractor furnishes all materials for the guardrail , and the Engineer does not require shop-bent rails, payment will be made under the basic item of Guardrail . b. Where the radius of the guardrail installation is such as to require shop bending of the guardrail panels , payment will be made under the item of Guardrail (Shop- bent Panels) . All component parts of the complete guardrail installation will be included in the price per foot [meter] for the above items except for the separate payments to be made under the special i items listed below. 536-7.2 End Anchorage Assemblies : Price and payment will include all components specified on the plans and Design Standards. 536-7 .3 Special Guardrail Posts: Price and payment will include all costs for furnishing and installing the special posts that are over and above the costs for the normal posts , which are replaced by such special posts. 536-7.4 Bridge Anchorage Assemblies : When the plans provide for direct payment for Bridge Anchorage Assemblies , price and payment will include furnishing and installing the special End Shoes , Wood Blocks or Retrofit Wing Posts , Concrete Anchor Posts and necessary hardware. When the plans do not provide for direct payment for Bridge Anchorage Assemblies , the Contractor shall include the cost for the assemblies in the Contract price per foot [meter] for the guardrail . .. 536-7.6 Guardrail Anchorage ( Concrete Barrier Wall) : Price and payment will include installing connections to concrete barrier walls, as shown on the Design Standards , Index No. 400 and 410. ,. 536-7.6 Guardrail Post Replacement: Price and payment will include all labor, materials , and equipment required for removal and disposal of existing posts in areas provided by the Contractor, backfilling and compacting existing holes, and replacement with new posts . 636-7.7 Removal of Existing Guardrail : Price and payment will be full compensation for all work specified in this Section , including all labor and equipment required for removal and disposition of the existing guardrail , as specified in the plans . 536-7 .8 Special Steel Guardrail Posts with Accessories : Price and payment will include all components specified on the plans and Design Standards . 536-7.9 Payment Items: Payment will be made under: Item No. 536- 1 - 1 - Guardrail Roadway — Per Linear Foot Item No . 536-2 - Guardrail (Shop-Bent Panels) — Per Linear Foot Item No . 536-7 - Special Guardrail Post — Per Each Item No . 536-85-26 -Guardrail End Anchorage Assembly (Type CRT) — Per Each TECHNICIAL PROVISIONS TP- 64 R\EngineeringCapital Projects\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-MO209 Technical No neat lines , contours , and shapes shown in the plans . Design forms to withstand the additional forces of vibration without apparent deviation from the desired shape or position. Assemble forms to be mortar-tight. If using lumber forms , construct them of dressed wood of uniform thickness . Use form liners on wooden forms where Class 3 surface finish is specified . Construct assembled forms to render a concrete surface of smooth , uniform finish . Make provisions to remove forms without injury to concrete surfaces. Remove blocks and bracing with the forms , and do not leave any portion of the forms in the concrete. Use the same form system for a type of work throughout. 400-5. 2 Inspection and Approval : Do not place concrete in a form until the form has been r inspected and approved. Although the Engineer inspects and approves the forms , the Contractor is responsible for obtaining satisfactory concrete surfaces , free from warping , bulging , or other objectionable defects . Pay special attention to the ties and bracing . Where the forms appear to be insufficiently braced or unsatisfactorily built , stop and correct defects to the satisfaction of the Engineer. 400-5. 3 Non-metallic Form Materials : 400-5. 3 . 1 Lumber: For all surfaces, use lumber that is not less than 3/4 inch [19 mm] in thickness , dressed, and free of knot holes , loose knots, cracks , splits , warps , and other defects . Proportion the spacing of studs, joists , and wales to exclude warps and bulges and to produce true and accurate concrete surfaces . Only use structurally sound lumber. 400-5.3.2 Form Liners : Use form liners of durable , abrasion resistant materials that are unaffected by water. Use liners with a hard surface texture capable of rendering concrete surfaces of a smooth , uniform texture , without grain marks, patterns, or blemishes . Use form liner material of sufficient thickness to eliminate the reflection of irregularities , undesirable patterns , and marks from the forms to the surfaces . Replace liners as necessary to produce a consistent concrete surface texture. Use form liners in large sheets and with true , tight-fitted .� joints which are logically located . Obtain the Engineer's approval of the layout of sheets. Do not use liners which have been patched. Use liner material of the same stock throughout. 400-5.3. 3 Plywood : The Contractor may use plywood of not less than 5/8 inch [15 . 9 mm] in thickness manufactured with waterproof glue or protected with an approved impervious coating. Do not use pieces with bulged plies or raveled, untrue edges . 400-5.4 Special . Requirements : 400-5.4.1 Re-entrant Angles : Use chamfered forms for re-entrant angles, and use filleted forms for comers. Use chamfers and fillets that are 314 by 3/4 inch [19 by 19 mm] and are mill-dressed on all sides to uniform dimensions. The Contractor may use plastic or metal chamfers and fillets provided they perform satisfactorily in producing uniform, smooth concrete corner surfaces without honeycomb. 400-5. 4.2 Handrails and Parapets : Construct barriers and parapets in accordance with Section 521 . 400-5.4.3 End-bent Caps : Do not place forms for end-bent caps until the embankment has been constructed to within 12 inches 1300 mm] of the bottom of the cap. Place a mass of embankment that is sufficient to produce the subsidence, displacement, and settlement which may result from the construction of the total embankment. 400-5.4.4 Footings: Where footing concrete can be placed in dry excavation , the Contractor may omit cribs, cofferdams, and forms , subject to compliance with the following ,. limitations and conditions : (a) Use this procedure only in locations not exposed to view from traveled roadways. (b) Obtain required elevations shown in the plans . (c) Obtain neat line dimensions shown in the plans . (d) Fill the entire excavation with concrete to the required elevation of the top of the footing . (e) The Engineer will determine the volume of footing concrete to be paid for from the neat line dimensions shown in the plans . 400-5. 5 Form Alignment, Bracing, and Ties : Construct forms in such manner that they may be adequately secured for alignment, shape , and grade . Use bracing systems, ties, and " anchorages that are substantial and sufficient to ensure against apparent deviation from shape, TECENICIAL PROVISIONS TP- 21 F1Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209 Technical Prnvicinnc rtf alignment, and grade. Do not drive nails into existing concrete. Do not use bracing systems, ties, and anchorages which unnecessarily deface or mark, or have an injurious or undesirable effect on surfaces that will be a part of the finished surface . If metal ties and anchorages are to remain in the concrete , construct them so as to permit the removal of metal to at least 1 inch [25 mm] beneath the finished surface of concrete. Use accessories for metal ties and anchorages that allow the removal of metal to the prescribed depth while leaving the smallest possible repairable cavity. ., When using wire ties , cut or bend them back from the finished surface of the concrete a minimum of 1 inch [25 mm] . Do not use internal ties of wire when forming surfaces that are exposed to view. 400-5.6 Preparation and Cleaning: Meet the following requirements for the condition of forms at the time of beginning concrete casting : (a) Treat all forms with an approved form-release agent before placing concrete . Do not use material which adheres to or discolors the concrete. (b) Clean forms of all concrete laitance from previous use and all dirt, sawdust, shavings , loose wire ties and other debris . (c) Close and secure all inspection and cleanout holes . 400 -5 .7 Stay-In-Place Metal Forms : 400-5 .7.1 General : (a) Use of permanent stay-in-place metal forms: Permanent stay-in-place metal forms may be used in lieu of removable forms to form concrete bridge deck slabs only when allowed by design note in the plans , and is subject to the conditions, limitations , and requirements contained herein . Use forms made of corrugated material of cellular or non- cellular construction. Stay-in-place metal forms may be used to form the portion of the top slab which lies between the webs of individual steel box girders regardless of the environmental classification . Prior to using stay-in-place forms , submit detailed plans for approval of the forming system , including method of support and attachment and method of protecting the supporting structural steel components from welding effects. Submit design calculations for the forming system which have been signed and sealed by the Specialty Engineer. Detail stay-in- place forms such that they in no way infringe upon the concrete outline of the slab shown on the plans . Use stay-in-place forms that provide and maintain the dimensions and configuration of the original slab in regards to thickness and slope. Do not weld stay-in-place metal form supports and connections to structural steel components . Make attachments by permissible welds, bolts , clips, or other approved means . If metal form supports and connections are field welded in place , protect structural steel components from damage by using a shield to guard against weld splatter, weld overrun, arc strikes, or other damaging effects of the welding process. Upon completion of welding , rest the metal form support flush on the supporting steel component. Should any weld spatter, weld overrun , arc strike, or other effects of the welding process be evident or occur to the structural steel component, immediately stop in place welding of the metal form supports for the remainder of the work. In this event, weld all metal form supports off of the structure and erect the forms after prefabrication , or use an alternate approved method of attaching the form supports . Remove improper weldment, repair the supporting steel component for any improper welding technique, and perform all required verification and testing at no expense to the Department and to the satisfaction of the Engineer. Do not use stay-in-place forms until the forming system has been approved by the Engineer. The Contractor is responsible for the performance of the stay-in-place forms . (b) Structures designed , detailed , and dimensioned for the use of removable forms : Where stay-in-place metal forms are permitted , the Contractor is responsible and shall obtain the approval of the Engineer for the additional slab thickness, elevation changes, changes in design , etc. to accommodate the use of stay-in-place forms . The Engineer will compute pay quantities of the various components of the structure which are paid on a cubic yard [cubic TECI-NICIAL PROVISIONS TP- 22 F1Engineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-00209 Technical i Provisions.rtf r SECTION 570 GRASSING ( BY SEEDING) 570-1 Description . Establish a stand of grass on slopes , shoulders and specified other areas , by seeding or by seeding and mulching . Perform seeding and mulching , fertilizing , and wildflower seed r application as required , and maintain the grassed areas until the completion of the project. The Engineer may eliminate at his discretion , any of the items of work covered by this Section . r 570-2 Materials. Meet the following requirements : GrassSeed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 981 - 1 r Wildflower Seed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 981 -1 Mulch . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 981 -3 Fertilizer, Type I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 982 rWater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 983 Compost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 987 Prior to planting , furnish the Engineer a certification from the grower stating the age of all seed. 570-3 Construction Methods. 570-3. 1 General: Do not seed or mulch when wind velocities exceed 15 mph [25 km/h] . Sow seed only when the soil is moist. Do not perform any seeding when the ground is frozen , unduly wet or otherwise not in a tillable condition . Whenever a suitable length of roadway slopes or adjacent areas has been graded, prepare the area and perform grassing in accordance with the Contract Documents . Incorporate grassing into the project at the earliest practical time . Complete all grassing on shoulder areas prior to the placement of the friction course on adjacent pavement, unless the friction course is to be placed directly on a non-asphalt base . 570-3 .2 Sequence of Operations : Perform the operations in the following sequence: Apply Tinish soil layer materials in accordance with Section 162 , prepare the area to be seeded, seed , spread and cut-in mulch and fertilize . In preparing the ground for sowing of seeds , disk-harrow and thoroughly pulverize the soil to an average depth of 6 inches [ 150 mm] . Make the soil true to grade , not compacted and free of large clods , roots , and other material which will interfere with the work or subsequent mowing and maintenance operations. Do not begin subsequent operations until the Engineer has approved the condition of the prepared areas . 570-3.3 Seeding : While the soil is still loose , scatter the seed uniformly over the grassing area and immediately mix it into the seed bed to a depth of 1 /4 inch 16 mm] using the specified seed . Thoroughly dry-mix the separate types of seed immediately before sowing . Do not use wet seed . The Engineer will allow the wildflower seed to be included in the grassing operation or performed separately from the grass seeding operation in areas shown in the plans . Ensure that the wildflower seed is uniformly planted by drilling or placing the seed into the soil at an average depth of 1 /8 inch [3 mm] , but not exceeding 1 /4 inch [6 mm] into the designated area at the specified rate . 570-3 . 4 Mulching : When areas require mulch , as shown on the plans , apply approximately 2 inches [50 mm] , loose thickness , of the mulch material uniformly over the seeded area, and cut the mulch material into the soil to produce a loose mulched thickness of 3 to 4 inches [75 to 100 mm]. Do not use harrows. The Contractor may use compost meeting the requirements of Section 987 in lieu of mulch . When mulching on steep slopes, where the use of a machine for the cutting-in process is not practicable , secure the mulch after the seeding operation by either using an erosion control TECENICIAL PROVISIONS TP- 65 F:\Engineeting\Capital Prcjccts\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical fabric, or, spread a string net over the mulch using stakes driven flush with the top of the mulch at 6 foot [1 . 8 m] centers and string parallel and perpendicular with diagonals in both directions . 570-3 .5 Rolling: Immediately after seeding , roll the entire grassed or mulched area with a cultipacker, traffic roller or a horticultural roller. Make at least two passes over the entire area. 570-3 .6 Watering : Provide a vehicle for applying water to the grassed areas equipped with either a calibrated tank or an approved metering device installed at such point on the vehicle to measure the water at time of application. Do not water newly seeded areas to force the seed germination. Do not apply more than 1 inch [25 mm] of water per week for sustaining the grass growth . Use water only on vegetated areas when permitted by the Engineer. 570-3.7 Fertilizing : Spread the fertilizer over the grassed area four to five weeks after the grass seed germinates in one or more applications as specified below: Spread an initial application of 265 lbs/acre [300 kg/ha] of 16-4-8 . If the project has not reached final acceptance in accordance with Article 5-11 , spread subsequent applications of 135 Ibslacre 1150 kg/ha] of 16-4-8 approximately 60 calendar days after the initial application without mixing into the soil . The Contractor may spread the fertilizer by hand on steep slopes or other areas where machine-spreading may not be practicable. 570-4 Maintenance . Maintain the planted areas as an acceptable stand of grass until final acceptance of the project at no expense to the Department. Include in such maintenance the filling , leveling , and repairing of any washed or eroded areas, as may be necessary . An acceptable stand of grass is defined as a 1 by 1 foot 1300 by 300 mm] area containing a minimum of 16 live, viable , healthy wildflower and/or grass seedlings. The Department will pay for replanting as necessary due to factors determined to be beyond control of the Contractor. Mow the planted grass areas to a height of 6 inches [150 mm] when competing vegetation height exceeds 20 inches [500 mm] in height. Do not mow wildflower areas until at least three weeks after the peak of the bloom period and do not mow lower than 6 inches [150 mm]. Do not use selective herbicides in wildflower areas . r 570-5 Method of Measurement. 570-5. 1 General : The quantities to be paid for will be for the following items , completed and accepted : (1 ) The area, in square feet [square meters] , of seeding . (2) The area, in square feet [square meters] , of seeding and mulching . (3) The weight, in pounds [kilograms] , of grass seed . (4) The weight, in tons [metric tons], of mulch material . (5) The weight, in tons [metric tons], of fertilizer. (6) The volume, in thousand gallons [kiloliters] , of water. (7) The weight, in pounds [kilograms] , of wildflower seed. (8) The area, in acres [hectares], of mowing . 570-5.2 Area Quantities : For the quantities paid for on a square foot [square meter] basis, no deductions will be made for the areas occupied by turnouts in rural sections . 570-5.3 Seed : The quantity of grass or wildflower seed will be determined from packaged weights or by other appropriate methods . 570-5 .4 Mulch Material : The quantity will be determined by weighing on truck scales , or by other appropriate methods . The Contractor shall advise the Engineer of the time and place of such weighing . Weighing will be done in the general vicinity of the project. 570-6 Basis of Payment. 570-6.1 General: Prices and payments will be full compensation for all work and materials specified in this Section. 570-6.2 Seeding : When mulching is not specified , price and payment will be full compensation for all work and materials not specifically included in the items of separate TECHIQICIAL PROVISIONS TP- 66 F:Trigineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\02094ih Street Bridge Over Cooch 07-20-06\0209 Technical + meter] basis from the design dimensions shown on the plans with no allowance for changes in deflection or dimensions necessary to accommodate the stay-in-place forms or concrete to fill the form flutes. The Engineer will limit pay quantities of other Contract items that the Contractor + increases to accommodate the use of stay-in-place forms to the quantity required for the original plan design. Submit all changes in design details of bridge structural members that support • stay-in-place forms, showing all revisions necessary to enable the supporting components to withstand the additional weight of the forms and the weight of the extra concrete required to fill the form flutes . Include with the design calculations a comparative analysis of the stresses in the supporting components as detailed on the Contract plans and as modified to support the forms. Use the identical method of analysis in each case , and do not allow the stresses in the modified components to exceed those of the component as detailed in the Contract plans . Include with the design the adjusted cambers for any changes in deflection over those shown on the original plans . Modify the beams to provide additional strength to compensate for the added dead loads imposed by the use of stay-in-place forms . Obtain the additional strength by adding strands to the prestressed beams or by adding steel material to increase the section modulus of steel girders. Substantiate the added strength by the comparative calculations. Do not use stay-in- place forms until the forming system and all necessary design revisions of supporting members have been approved by the Engineer. + (c) Structures designed , detailed, and dimensioned for the use of stay-in-place metal forms: Prior to using stay-in-place forms , submit detailed plans for approval . of the forming system (including method of support and attachment) together with design calculations. Include an analysis of the actual unit weight of the proposed forming system over the projected plan area of the metal forms. If the weight thus calculated exceeds the weight allowance for stay-in- place metal forms and concrete required to fill the form flutes shown on the plans , then modify • the supporting components to support the excess in weight as stipulated in 400-5 . 7 . 1 (b) . (d) Painting of top flange: For all structures utilizing structural steel supporting components for which stay-in-place metal forms are to be used , paint the vertical sides of the top flange prior to installation of the stay-in-place forms in accordance with 560-7.9 . (e) Zinc coating of supports and connections: Apply a zinc paint coating in accordance with Section 562 to all welded areas of supports and to accessories cut from galvanized sheets , which are not embedded in concrete. 400-5.7.2 Materials : Fabricate permanent stay-in-place metal forms and supports from steel meeting the requirements of having a coating designation G165 [Z500] . Do not use form materials that are less than 22 gauge [0. 7925 mm] in thickness. 400-5.7. 3 Design : Meet the following criteria for the design of permanent bridge deck forms : ( 1 ) Design the forms on the basis of deadload of form , reinforcement, and plastic concrete plus 50 Ib/ft2 [2 .4 kPa] for construction loads. Use a unit working stress in the steel sheet of not more than 0 . 725 of the specified minimum yield strength of the material furnished , but not to exceed 36, 000 psi [250 MPa] . + (2) Do not allow deflection under the weight of the forms , reinforcement, and plastic concrete to exceed 1 /180 of the form span or 1 /2 inch [ 13 mm] , whichever is less, for form spans of 10 feet [3 m] or less, or 1 /240 of the form span or 3/4 inch [19 mm] , whichever is less , for form spans greater than 10 feet [3 m] . In all cases, do not use a loading that is less than 120 psf [5. 75 kPa] total . (3) Use a design span of the form equal to the clear span of the form plus 2 inches [50 mm] . Measure the span parallel to the form flutes . (4) Compute physical design properties in accordance with requirements of the AISI Specifications for the Design of Cold Formed Steel Structural Members, latest published edition . (5) For all reinforcement, maintain the design concrete cover required by the plans . (6) Maintain the plan dimensions of both layers of primary deck reinforcement from the top surface of the concrete deck. (7) Do not consider the permanent bridge deck form as lateral bracing for compression flanges of supporting structural members . TECHNWIAL PROVISIONS TP- 23 + . F:\Engineering\Capital Projeas\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Conch 07-20-06\0209 Technical (8) Do not use permanent steel bridge deck forms in panels where longitudinal deck r construction joints are located between stringers. (9) Secure forms to the supporting members by means other than welding directly to the member. 411 Construction : Install all forms in accordance with approved fabrication and erection plans. Do not rest form sheets directly on the top of the stringer of floor beam flanges . Fasten sheets securely to form supports, and maintain a minimum bearing length of 1 inch 125 mm] at each end for forms . Place form supports in direct contact with the flange of the stringer or floor beam . Make all attachments for forms by bolts , clips , or other approved means. r For any permanent exposed steel where the galvanized coating has been damaged , thoroughly clean , wire brush , and paint it with two coats of galvanizing compound in accordance with 971 -15 to the satisfaction of the Engineer. Do not touch up minor heat discoloration in r areas of welds. Locate transverse construction joints at the bottom of a flute, and field drill 1 /4 inch [6 mm] weep holes at not less than 12 inches [300 mm] on center along the line of the joints . 400-5.7.5 Placing of Concrete: Vibrate concrete to avoid honeycomb and voids, especially at construction joints, expansions joints, and valleys and ends of form sheets. Use approved pouring sequences. Do not use calcium chloride or any other admixture containing chloride salts in the concrete. r 400-5.7.6 Inspection : The Engineer will observe the Contractor's method of construction during all phases of the construction of the bridge deck slab, including the installation of the metal forms ; location and fastening of the reinforcement; composition of r concrete items; mixing procedures , concrete placement, and vibration ; and finishing of the bridge deck. Should the Engineer determine that the procedures used during the placement of the concrete warrant inspection of the underside of the deck, remove at least one section of the r forms in each span for this purpose. Do this as soon after placing the concrete as practicable in order to provide visual evidence that the concrete mix and the procedures are obtaining the desired results. Remove an additional section in any span if the Engineer determines that there r has been any change in the concrete mix or in the procedures warranting additional inspection. After the deck concrete has been in place for a minimum period of two days , test for soundness and bonding of the forms by sounding with a hammer as directed by the Engineer. If sounding discloses areas of doubtful soundness to the Engineer, remove the forms from such r areas for visual inspection after the concrete has attained adequate strength . Remove permanent bridge deck forms at no expense to the Department. At locations where sections of the forms have been removed , the Engineer will not r require the Contractor to replace the forms. Repair the adjacent fomes and supports to present a neat appearance and to ensure their satisfactory retention . As soon as the form is removed , the Engineer will examine the concrete surfaces for cavities , honeycombing , and other defects. If r irregularities are found , and the Engineer determines that these irregularities do not justify rejection of the work, repair the concrete as directed, and provide a General Surface Finish in accordance with 400- 15. If the Engineer determines that the concrete where the form is r removed is unsatisfactory, remove additional forms as necessary to inspect and repair the slab, and modify the method of construction as required to obtain satisfactory concrete in the slab. Remove and replace all unsatisfactory concrete as directed at no expense to the Department. r If the method of construction and the results of the inspections as outlined above indicate that sound concrete has been obtained throughout the slabs, the amount of sounding and form removal may be reduced when approved . Provide the facilities for the safe and convenient conduct of the inspection procedures. 400-5. 8 Stay-In-Place Concrete Forms: 400-5.8. 1 General : Permanent stay-in-place precast reinforced concrete forms may be used in lieu of removable forms to form concrete bridge deck slabs subject to the conditions contained herein . Precast reinforced concrete stay-in-place forms are not permitted to construct r TECHNICIAL PROVISIONS TP- 24 171F,ngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical r Prnvicinns rtf payment shown below. The item of Seeding will include specifically all preparations of the ground , the application of the seed, the rolling , tilling or other specified work. 570-6.3 Seeding and Mulching : When mulching is specified , price and payment will be full • compensation for everything specified in 570-6 . 2 and , in addition , will include the cost of applying , cutting-in , rolling , and anchoring , where required , of the mulch material , but will not include the furnishing of the mulch material . + 570-6 .4 Seed : Price and payment for Grass Seed (Permanent Type) and , Grass Seed (Quick-Growing Type) will be full compensation for the furnishing of the seed , at the site of its use. Price and payment for Wildflower Seed will include furnishing , applying , and mixing the + seed into the seed bed. 570-6.5 Mulch Material : 570-6. 5. 1 General : Price and payment will be full compensation for the furnishing and + spreading of the mulch material, at the site of its use. 570-6.6 Water: The quantity of water, ordered at the specific time of its being applied and which is actually used , determined by the specific metering device or by calibrated tank, will be + paid for at the Contract price per thousand gallons [kiloliters] of Water for Grassing . Such quantity will include all water authorized by the Engineer, which is used until the time of acceptance of the work. 570-6.7 Payment Items : Payment will be made under: r Item No. 570-2 — Seeding & Mulching — Per Square Foot r SECTION 575 i SODDING r A. Description : Sod for the project shall be of the variety that is common to the area and of a variety approved by the Engineer. Where sodding an area in which previously had established grass the new sod shall be of the same variety as existing (Argentina Bahia or St. Augustine) . All sodding associated with 'Landscaping as proposed in Landscape plans shall be St. Augustine . This work shall also include mowing in accordance with Section 104-7 . 2 ( Page 108), to be mowed at 6" height with a mulching mower. r B . Work Included: Scope of Work: The work specified in this section consists of the establishing of a stand of grass , within the project, right-of-way, easements , and other areas indicated on the Drawings , by furnishing and placing grass sod . Also included are r fertilizing , watering and maintenance as required to assure a healthy stand of grass. Two applications of fertilizer will be required with the initial application being fertilizer and the second application being "weed and feed" . C. Guarantee: All sodded areas shall be guaranteed for three months after date of final acceptance. r Replacement of Defective Sod : Any dead sod or sod showing (less than 95% of a square) indication of probable non survival or lack of health and vigor, or which do not exhibit the characteristics to meet specifications , shall be replaced within two weeks of '• notice from Owner or Engineer. All replacement sod shall be furnished/installed at no additional cost to the Owner and shall be guaranteed for three months . All replacement shall meet original specifications. r The Contractor shall notify the Owner and Engineer ten days prior to the end of the guarantee period and such guarantee shall be extended until notification is received . r TECHNICIAL PROVISIONS TP- 67 r F:\EnginceringlCapital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Techmca At the end of the guarantee period , all sod that is dead or in unsatisfactory growth shall be replaced within two weeks. D . Fertilizer: Commercial fertilizers shall comply with the state fertilizer laws . The numerical designations for fertilizer indicate the minimum percentages (respectively) of ( 1 ) total nitrogen , (2) available phosphoric acid and (3) water-soluble potash contained in the fertilizer. The chemical designation of the fertilizer shall be 16-4-8 . Fertilizer shall include iron , minor nutrients and trace elements . At least 50 percent of the nitrogen shall be derived from organic sources . At least 50 percent of the phosphoric acid shall be from normal super phosphate or an equivalent source which will provide a minimum of two units of sulfur. The amount of sulfur shall be indicated on the quantitative analysis card attached to each bag or other container. Contractor shall ensure 1 pound of nitrogen per 1 , 000 square feet. E. Water for Grassing: Contractor shall provide the water used in the sodding operations as necessary to meet the requirements of Article 570-5 and 2. 34. 8. ., F . Preparation of Ground : The area over which the sod is to be placed shall be scarified or loosened to a depth and then raked smooth and free from debris . Where the soil is sufficiently loose and clean , the Owner, at his discretion , may authorize the elimination of ground preparation. G . Application of Fertilizer: Before applying fertilizer, the soil pH shall be brought to a range ` of 6.0 - 7 . 0 . Contractor shall apply two (2) applications. The initial shall be fertilizer and the second application shall be "weed and feed" . The fertilizer shall be spread uniformly over the sodded area at the rate of 436 pounds per acre , or 10 pounds per 1 ,000 square feet, by a spreading device capable of uniformly distributing the material at the specified rate . Contractor shall apply applications as per manufacturer's specification. All tickets from bags shall be handed over to the County Inspector. On steep slopes , where the use of a machine for spreading or mixing is not practicable , the fertilizer shall be spread by hand and raked in and thoroughly mixed with the soil to a depth of approximately 2 inches . H . Placing Sod : The sod shall be placed on the prepared surface, with edges in close contact and shall be firmly and smoothly embedded by light tamping with appropriate tools . Where sodding is used in drainage ditches , the setting of the pieces shall be staggered so as to avoid a continuous seam along the line of flow. Along the edges of such staggered areas, the offsets of individual strips shall not exceed 6 inches . In order to prevent erosion caused by vertical edges at the outer limits , the outer pieces of sod shall be tamped so as to produce a featheredge effect. i Where sodding is placed abutting paved shoulder, the contractor is to ensure that the finished sod elevation is 1 '/z' below paved shoulder. TECHNICIAL PROVISIONS TP- 68 FAEngineering\Capital Projects\0209.4th Street Bridge Over Cooch DitcM0209.4th Street Bridge Over Cooch 07-20-06\0209 Technical r. • a composite concrete deck. Do not use precast prestressed concrete stay-in-place forms to form any permanent bridge decks . When detailed plans for structures are dimensioned for the use of removable forms , • provide additional slab thickness , elevation changes, changes in design , etc . to accommodate the use of stay-in-place forms , subject to the Engineer' s approval . The Engineer will compute pay quantities of the various component members of the structure which are paid on a cubic • yard [cubic meter] basis from the design dimensions shown on the plans with no allowance for changes in deflection and changes in dimensions necessary to accommodate the stay-in-place forms. The Engineer will limit pay quantities of other Contract items which are increased to • accommodate the use of stay-in-place forms to the quantity required for the original plan design . Prior to using stay-in-place forms, submit for approval detailed plans of the forming system and design calculations . Indicate on the plans the form panel sizes , placing patterns , type of mastic or felt bearing material and type and method of caulking between panels . Also , submit appropriate changes in design details of structural members supporting stay-in-place forms showing any revisions necessary to enable the supporting components to withstand the additional weight of the forms and perform equally as contemplated in the plans . All calculations and details submitted shall be sealed by the Specialty Engineer. Modify the beams to provide additional strength to compensate for the added dead loads imposed by the use of stay-in-place forms. Obtain this strength by adding additional strands to prestressed girders or increasing the • section modulus for steel girders . Do not use stay-in-place forms until the forming system and any necessary design revisions of supporting structural members have been approved by the Engineer. The Department is not responsible for the performance of the stay-in-place forms by • its approval . r 400-5. 8.2 Materials: Construct permanent concrete forms of precast reinforced concrete with a Class 3 Surface Finish . As a minimum , use the same class of concrete and 28-day minimum compressive strength as being used to construct the bridge deck. Use welded steel wire reinforcement meeting the requirements of Section 931 . 400-5.8.3 Design : Use the following criteria for the design of permanent bridge deck forms: ( 1 ) Design the forms on the basis of deadioad of form , reinforcement, and plastic ' concrete plus an unfactored live load of 50 psf [2.4 kPa] for construction loads. Meet the AASHTO design requirements for service loads and ultimate loads as applicable . (2) Deflection under the weight of the forms, reinforcement, and the plastic concrete • shall not exceed 1 / 180 of the form span or 1 /2 inch [ 13 mm] , whichever is less. In all cases, do not use a loading that is less than 120 psf [5. 75 kPa] total . (3) Use a design span of the form equal to the clear span of the form between • supports. Measure the span of concrete forms parallel to the centerline of the form panels . (4) Compute physical design properties of concrete forms in accordance with current AASHTO design procedures . • (5) Ensure that all steel reinforcement contained in the cast-in -place concrete has the minimum cover shown on the plans or not less than 1 inch [25 mm] , whichever is greater. Measure the minimum cover normal to the plane of the bottom of the cast-in-place concrete. For • stay-in-place concrete forms with other than plane surfaces in contact with the cast-in-place concrete , such as regularly spaced geometrical shapes projecting above the plane of the bottom of the cast-in-place concrete , meet the following special requirements : (a) Space geometrical shapes projecting above the bottom plane of the cast-in- place concrete used to provide support for reinforcement no closer than 3 feet [ 1 . 0 m] apart and of sufficient height to maintain the required concrete cover on the bottom mat of reinforcing steel . (b) Construct all other geometrical shapes projecting above the plane of the bottom of the cast-in-place concrete to provide a minimum vertical clearance of 3/4 inch [19 mm] between the closest surface of the projections and the secondary longitudinal reinforcing steel in the deck slab. TECHNICIAL PROVISIONS TP- 25 '� F9Engineering\Capita1 Projects\0209.4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Conch 07-20-0610209 Technical (c) Do not allow a minimum horizontal distance from the surface of any transverse reinforcing steel to surfaces of the stay-in-place form of less than 1 112 inches [38 mm]. For all steel reinforcement for the stay-in-place form panels , provide a minimum of 1 inch [25 mm] concrete cover except that, for construction in a salt or other corrosive environment, provide a minimum of 1 112 inches [38 mm] concrete cover. (6) Maintain the plan dimensions of both layers of primary deck reinforcement from the top surface of the concrete deck. Measure the minimum cover of the bottom mat of steel normal to the top of the precast concrete form panel . (7) Do not consider the permanent bridge deck form as lateral bracing for compression flanges of supporting structural members . (8) Do not use permanent concrete bridge deck forms in panels where longitudinal deck construction joints are located between stringers . (9) Do not allow the maximum weight of the concrete form to exceed 40 Ib/ft2 [ 195 kg/m2] of form surface. 400-5. 8.4 Construction : Install all forms in accordance with approved fabrication and i erection plans. For concrete forms , provide a minimum bearing length of at least 1 1 /2 inches [38 mm] but not exceeding 2 1 /2 inches [64 mm]. Support concrete forms on the beams or girders by continuous layers of an approved mastic or felt bearing material that will provide a mortar tight uniform bearing . Use a mastic or felt bearing material that has a minimum width of 1 inch [25 mm] and a maximum width of 1 112 inches [38 mm]. Seal joints between concrete form panels with caulking , tape , or other approved method . 400-5.8.5 Placing of Concrete : Place the concrete in accordance with the requirements of 400-5.7 . 5. Immediately prior to placing the slab concrete, saturate concrete stay-in-place form panels with water. I . 400-5.8 .6 Inspection: Inspect the concrete in accordance with the requirements of 400- 5 . 7 . 6 . After the deck concrete has been in place for a minimum period of two days, inspect the forms for cracks and excessive form deflection , and test for soundness and bonding of the forms by sounding with a hammer as directed by the Engineer. Remove,--for visual inspection , form panels found to be cracked that show evidence of leakage and form panels which have a . deflection greater than adjacent panels by 1 /2 inch [13 mm] or more which show signs of leakage. If sounding discloses areas of doubtful soundness to the Engineer, remove the form panels from such areas for visual inspection after the concrete has attained adequate strength . Remove permanent bridge deck form panels at no expense to the Department. At locations where sections of the forms have been removed , the Engineer will not require the forms to be replaced. Repair the adjacent forms and supports to present a neat appearance and to ensure their satisfactory retention . As soon as the form is removed , the ., Engineer will examine the concrete surfaces for cavities, honeycombing , and other defects . If irregularities are found , and the Engineer determines that these irregularities do not justify rejection of the work, repair the concrete as directed and provide a General Surface Finish in accordance with 400-15 . If the concrete where the form is removed is unsatisfactory, as determined by the Engineer, additional forms shall be removed as necessary to inspect and repair the slab, and modify the methods of construction as required to obtain satisfactory concrete in the slab. Remove and replace all unsatisfactory concrete as directed at no expense to the Department. If the methods of construction and the results of the inspections as outlined above indicate that the Contractor has obtained sound concrete throughout the slabs, the Contractor may moderate the amount of sounding and form removal , when approved . Provide all facilities for the safe and convenient conduct of the inspection procedures. TECFINICIAL PROVISIONS • TP- 26 F:\Engineeriag\Capita! Projects10209-4th Street Bridge Over Comb Ditch\0209-4th Street Bridge Over Coach 07-20-0610209 Technical ■ Prnvicinna rtf 10 On slopes greater than 3 : 1 , the Contractor shall prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth , at suitable intervals . Sodding shall not be performed when weather and soil conditions are , in the Engineer's opinion , unsuitable for proper results. r Sod shall be placed around all structures , equipment pads , etc. I . Watering : The areas on which the sod is to be placed shall contain sufficient moisture, as determined by the Engineer, for optimum results. After being placed , the sod shall be kept in a moist condition to the full depth of the rooting zone for at least 2 weeks. Thereafter, the Contractor shall apply water as needed until the sod roots and starts to ,. grow for a minimum of 60 days (or until final acceptance , whichever is latest) . J . Maintenance : The Contractor shall , at his expense , maintain the sodded areas in a satisfactory condition until final acceptance of the project. Such maintenance shall include repairing of any damaged areas and replacing areas in which the establishment of the grass stand does not appear to be developing satisfactorily. Replanting or repair necessary due to the Contractor's negligence , carelessness or failure to provide routine maintenance shall be at the Contractor' s expense . r The Contractor shall maintain the sodded area up to the final acceptance date as directed by the Engineer. Grass height shall not exceed 6" without mowing . Clippings shall be removed from sidewalk. K. Article 575-5 (Page 532) . The first two paragraphs under this Article are deleted and the following substituted : r The contract unit price for sodding shall include the costs of sod , fertilizer (2 applications), sidewalk sweeping after mowing , mowing , disposal of clippings , water, tools , equipment, labor and all other incidentals necessary. L. Payment shall be made under: r Item No . : 575- 1 - 1 - Sodding - Per Square Yard r SECTION 700 SIGNING AND PAVEMENT MARKING A. Signing and pavement marking for traffic control shall conform to the requirements of the r Standard Specifications (2003) , Manual on Uniform Traffic Control Devices , Supplemental Specifications, Roadway and Traffic Design Standards , manufacturers specifications . r B . Traffic Signs : All existing signs which are the property of the Owner shall be transported to the Indian River County Road and Bridge Maintenance Yard by the Contractor during construction if they are within the construction limits. Care shall be exercised by the Contractor during removal, storage and relocation so as not to damage the signs. If any damage occurs , as determined by the Owner's Engineer or Resident Construction Inspector, the sign shall be replaced by the Contractor with no compensation . TECEMCIAL PROVISIONS TP- 69 F :\Engineering\Capitel Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical C . All reflective pavement markers shall be 4" x 4". D . Payment shall be made under: r Item No . 700-40- 1 — Sign Post Signs — Per Each Unit Installed Item No. 706-3 — Reflective Pavement Markers — Per Each Unit Installed Item No . 711 -34 — 6" Traffic Skip Yellow (Thermoplastic) — Per Linear Foot. Item No . 711 -35-61 — 6" White (Thermoplastic) — Per Linear Foot. Item No. 711 -35- 121 — 12" White (Thermoplastic) — Per Linear Foot. Item No . 711 -35-241 — 24" White (Thermoplastic) — Per Linear Foot. Item No . 711 -36-61 — 6" Yellow (Thermoplastic) — Per Linear Foot. SECTION 730 _ TEMPORARY PUMP This item shall include , but not be limited to , all appurtences necessary to operate and r maintain a temporary pumping system as well as necessary materials , labor and equipment for installation . Pumping system shall have a minimum capacity of 11 .000 G . P . M . See IRFWCD Permit conditions for 4th Street I CDoch Ditch . r Payment shall be made under. Item No. 730-88 Temporary Pumping System — Per Lump Sum r SECTION 1000 r WATER AND SEWER UTILITIES A. Water Utilities r The water utilities for this project shall be constructed per the "Indian River County Department of Utility Services Water & Wastewater Standards", latest edition. This document can be purchased from Indian River County Utilities . Because of adequate pressure in the surrounding area the contractor will be allowed to shut off the 12" water main pressure in order to complete the proposed utility work. If the contractor chooses this method of construction , line stops will be required at each end of the existing water main at the project site and water services shall be maintained at all times. i B . Ductile Iron Pipe and Fittings r 1 . General : All ductile iron pipe shall be manufactured in accordance with AWWA Specifications C- 150 & C- 151 . All buried ductile iron pipe shall be manufactured in accordance with AWWA Specification C- 151 and shall r be Class 52 minimum . All exposed ductile iron pipe shall be Class 53 minimum . r 2. Fittings: All underground fittings shall be either bell and spigot, or mechanical joint. r Mechanical joints shall conform to AWWA specification C110 (ANSI 21 . 10-87) , or latest revision. All exposed aboveground fittings shall be flanged joint. r TECHNTICIAL PROVISIONS TP- 70 FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch%0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical r AW 400-6 Weep Holes. Provide weep holes in all abutments , retaining walls , and culverts over 5 feet [ 1 . 5 m] in height. Provide weep holes that are at least 3 inches [75 mm] in diameter and not more than 10 feet [3 m] apart, but do not place any weep holes under the area to be occupied by the base or pavement. Place the outlet ends of the weep holes just above the ground line in front of abutments and retaining walls . In culverts , place weep holes approximately 6 inches [ 150 mm ] above the top of the floor slab. Cover the inside ends of all weep holes with wire mesh and at least 2 ft3 [0. 05 m3] of clean , broken stone or gravel, so placed as to allow free drainage but at the same time prevent the fill from washing out. From approximately 6 inches [ 150 mm] below the bottom of the inside ends of the weep holes , carry a column of clean , broken stone or gravel at least 1 ft2 [0. 1 m2] up against the back of the wall to the surface of the original ground . 400-7 Placing Concrete. 400-7. 1 Temperature Restrictions : . 400-7 . 1 . 1 Concreting in Cold Weather: Do not place concrete when the temperature of the concrete at placement is below 45°F [7nC]. Meet the air temperature requirements for mixing and placing concrete in cold weather as specified in Sections 346. During the curing period, if NOAH predicts the ambient temperature to fail below 351F [21C] for 12 hours or more or to fall below 30OF [- 10C] for more than 4 hours , enclose the structure in such a way that the concrete and air within the enclosure can be kept above 601F [161C] for a period of 3 days after placing the concrete or until the concrete reaches a minimum compressive strength of 1 , 500 psi [10 MPa] . Assume all risks connected with the placing and curing of concrete. Although the Engineer may give permission to place concrete , the Contractor is responsible for satisfactory results . If the placed concrete is determined to be unsatisfactory, remove , dispose of, and replace the concrete at no expense to the Department. 400-7. 1 .2 Concreting in Hot Weather: Meet the temperature requirements and special measures for mixing and placing concrete in hot weather as specified in Section 346. When the temperature of the concrete as placed exceeds 75OF [240C], incorporate in the concrete mix a water-reducing retarder or water reducer if allowed by Section 346 . .. Spray reinforcing steel and metal forms with cool fresh water just prior to placing the concrete in a method approved by the Engineer. Assume all risks connected with the placing and curing of concrete. Although the Engineer may give permission to place concrete , the Contractor is responsible for satisfactory results . If the placed concrete is determined to be unsatisfactory , remove, dispose of, and replace the concrete at no expense to the Department. 400-7.2 Lighting Requirements : Provide adequate lighting for all concrete operations conducted at night. Obtain approval of the lighting system prior to starting the concrete operations. 400-7. 3 Inspections before Placing Concrete: Do not place concrete until the depth and character of the foundation and the adequacy of the forms and falsework have been approved by the Engineer. Do not deposit any concrete until all reinforcement is in place and has been inspected and approved by the Engineer. 400-7.4 Exposure to Water: Do not expose concrete other than seal concrete in cofferdams to the action of water before final setting . Do not expose such concrete to the action of salt or brackish water for a period of seven days after placing the concrete. Protect the concrete during this period by keeping salt or brackish water pumped out of cofferdams . 400-7 .5 General Requirements for Placing Concrete: Do not place any concrete prior to approval of the Contractors quality control plan in accordance with 6-8 . Deposit concrete as . nearly as possible in its final position. Do not deposit large quantities at one point and then run or work it along the forms . Take special care to fill each part of the forms, to work coarse aggregate back from the face, and to force concrete under and around reinforcing bars without displacing them . TECI-INICIAL PROVISIONS TP- 27 FAEngincering\Capital Projects\0209-41h Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Use a method and manner of placing concrete that avoids the possibility of segregation .. or separation of aggregates . If the Engineer determines that the quality of concrete as it reaches its final position is unsatisfactory, remove it and discontinue or adjust the method of placing until the Engineer determines that the quality of the concrete as placed is satisfactory . Use metal or metal-lined open troughs or chutes with no aluminum parts in contact with the concrete . Where steep slopes are required , use chutes that are equipped with baffles or are in short lengths that reverse the direction of movement. Where placing operations would involve dropping the concrete freely more than 5 feet [1 . 5 m] , deposit it through pipes, troughs , or chutes of sheet metal or other approved material. Use troughs , chutes, or pipes with a combined length of more than 30 feet [10 m] only with the Department's authorization. Keep all troughs , chutes, and pipes clean and free from coatings of hardened concrete by thoroughly flushing them with water after each run or more often if necessary . Place all foundation concrete against supporting material that is moist at the time of concrete placement. If additional water is required , uniformly apply it ahead of the concrete placement as directed by the Engineer. Do not place concrete on supporting material that is frozen . The Contractor may use a moisture barrier in lieu of controlling the foundation grade moisture when approved by the Engineer. 400-7.6 Placing Concrete by Belt Conveyor: Place concrete by means of a belt conveyor system with written Department authorization . Remove conveyor belt systems which produce unsatisfactory results before continuing operations. Take concrete samples for assurance testing at the discharge end of the belt conveyor system. Make available to the Engineer the necessary platform to provide a safe and suitable place for sampling and testing . Remove any concrete placed in an unsatisfactory manner at no expense to the Department before continuing r operations. Use conveyor belt systems that do not exceed a total length of 550 feet [170 m] , measured from end to end of the total assembly. Arrange the belt assembly so that each section discharges into a vertical hopper arrangement to the next section. To keep segregation to a minimum , situate scrapers over the hopper of each section to remove mortar adhering to the belt and to deposit it into the hopper. Equip the discharge end of the conveyor belt system with r a hopper and a chute or suitable deflectors to cause the concrete to drop vertically to the deposit area. In order to avoid delays due to breakdowns , provide stand-by equipment with an alternate power source prior to the beginning of the placement. After the beginning of the placement, direct the discharge from the belt conveyor so that the concrete always falls on freshly placed concrete. 400-7.7 Placing Concrete by Pumping : In general, use concrete pumping equipment that is suitable in kind and adequate in capacity for the work proposed . Use a pump discharge line that has a minimum diameter of 4 inches 1100 mm]. Use a pump and discharge lines that are constructed so that no aluminum surfaces are in contact with the concrete being pumped . .� Operate the pump to produce a continuous stream of concrete , without air pockets. When using cement slurry or similar material to lubricate the discharge line when pumping begins, collect such material at the point of discharge. Dispose of the collected slurry in areas provided by the Contractor. Control the pump discharge locations so that the placement locations of the various lots of concrete represented by strength test cylinders can be identified in the event the test cylinders indicate deficient strength . When concrete is placed by pumping , take all test samples of concrete at the end of the discharge line, except in accordance with the provisions of 346. 400-7.8 Consolidation : Consolidate the concrete by continuous working with a suitable tool in an acceptable manner, or by vibrating as set forth in. 400-7 . 11 . When not using vibrators, thoroughly work and compact all thin-section work with a steel slicing rod. Spade all faces , and flush the mortar to the surface by continuously working with a concrete spading implement. 400-7.9 Obstructions : In cases where , because of obstructions , difficulty is encountered in puddling the concrete adjacent to the forms , bring the mortar content of the mix into contact with the interior surfaces by vibrating the forms . Produce the vibrations by striking the outside surfaces of the forms with wooden mallets or by other satisfactory means . In placing concrete around steel shapes place it only on one side of the shape until it flushes up over the bottom TECHNICIAL PROVISIONS TP- 28 F:Engineering%Capital Projects\0209-4th Street Bridge Ova Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical No 3 . Bell and Spigot Connections: Joints in bell and spigot pipe shall be push-on , mechanical , or restrained joints in accordance with AWWA Standard C- 111 (ANSI 21 . 11 -85) , or ' latest revision . Mechanical joint pipe set-screw type retainer glands will not be permitted. i 4. Flanged Connections : Flanged pipe with screwed-on flanges shall be furnished with long hubs , and the flanges shall be screwed on the threaded end of the pipe in the shop, and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside . The back of the hub shall be caulked where the hub threads joint with the pipe . 5 . Valve Box Adjustments: Cost of valve nut extenders shall be included in cost of valve box adjustments where needed. A. Disinfecting Potable Water Pipelines Before being placed in service, all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA C-651 , "Standard Procedure for Disinfecting Water Mains" , except that the use of tablets is strictly prohibited- The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as specified by the Florida Department of Environmental Protection , Water Distribution System Permit. Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor, as r required . B. Aerial Crossing Painting Requirements 1 . The Contractor shall furnish all labor, materials , equipment and incidentals required to paint all components as herein specified . 2. The Work includes the painting and finishing of all exposed exterior surfaces. 3 . The term "paint' as used herein means all coating system materials , which includes pretreatment , primers , emulsions, enamels , sealers and fillers , and other applied materials whether used as prime , intermediate or finish coats . ' 4 . Flanged exposed piping shall have a paintable sealant placed between the back of the flange and the threaded pipe end connection . The back of the flange shall be prepared prior to the application of the sealant . 5 . Provide finish coats , which are compatible with the prime paints used . Contractor shall be responsible for the compatibility of all shop primed and field painted items. Furnish information on the characteristics of the finish materials i proposed for use to ensure that compatible prime coats are used . Provide barrier coats over incompatible primers or remove and reprime as required. Notify the Engineer in writing of anticipated problems using the coating systems .. as specified with substrates primed by others. 6 . Surface Preparation: a . Clean ferrous surfaces that have not been shop-coated of all oil , grease , i dirt, loose mill scale and other foreign substances by near white blast cleaning , complying with SSPC-SP 10. 5 .Treat bare and blasted or pickled clean metal with metal treatment wash coat, prior to priming only if recommended by the paint manufacturer. i b . Touch-up shop-applied prime coats , which have damaged or bare areas , with primer recommended by the coating manufacturer after commercial blasting complying with SSPC-SP 6 . TECHNICIAL PROVISIONS TP - 71 FAFngineering%Capital Projects102094th Street Bridge Over Coach Ditch10209-4th Sheet Bridge Over Coach 07-20-0610209 Technical 10010 7 . Paint Schedule , Product and Manufacturer: Provide one of the following : a . Tnemec: ( 1 ) Shop Primer: 66- 1211 Epoxy - 1 coats , 3 . 0-5. 0 dry mils per coat, 180-300 square feet per gallon per coat. (2) Field Primer or Field Touch-Up : 66- 1211 Epoxy - 1 coat, 3 . 0- 5 . 0 dry miles per coat, 180-300 square feet per gallon . (3) Finish: 66 H . B . Epoxoline - 2 coats, 3 . 0-4. 0 dry mils per coat, 225-300 square feet per gallon per coat. b. KOP-COAT: (1 ) Primer: 340 Gold Epoxy - 1 coat, 1 . 5-2. 0 dry mils per coat, 285-385 square feet per gallon per coat. (2) Intermediate : Hi-Gard - 1 coat, 4 . 0-5 . 0 dry mils , 230 square feet per gallon . (3) Finish : 1122BRS Polyester Polyurethane - 1 coat , 1 . 5-2. 5 C. MAB Paint: ( 1 ) Shop Primer: Ply-Tile 520-W-45 - 1 coat, 2. 0-3 . 0 dry mils per coat. (2) Field Primer / Filed Touch-up : Ply-Tile 520-W-45 - 1 coat, 2. 0- 3.0 dry mils per coat s (3) Finish : Series 031 Ply-Tile 520 HB Epoxy - 2 coats , 6. 0-8 . 0 dry mils per coat, d . Or. equal . .., 8 . Pipe Color Code: Submit color sample for approval Pipe Line Color Finished or Potable Blue Sewer (Sanitary or Other) Green Payment shall be made under: Item No . 1600-900 - Watermain Removal 20" or Less — Per Linear Foot. Item No. 1610- 140 - Water DIP Fittings (Standard) — Per Ton . Item No. 1613-140-121 — 12" DIP WM ( Push-On Joint) — Per Linear Foot. Item No . 1619-1 - Sample Points — Per Each �. Item No . 1621 - 140- 121 — 12" DIP WM (Flanged Joint) — Per Linear Foot . Item No . 1642-111 -13 - 4" Gate Valve — Per Each. Item No. 1642- 111 -21 - 12" Gate Valve — Per Each . ., Item No. 1643-700 - Valve Box (Adjust and Modify) — Per Each . Item No. 1647- 1 -21 Air Release Assembly — Per Each . Item No. 1648- 1 -9 - 2" Blow Off Assembly — Per Each Item No . 1648-100 - 12" Linestop — Per Each Item No. 1692- 1 -21 - Mechanical Joint Restraints (12" WM) — Per Each + + END OF SECTION + + TECHNICIAL PROVISIONS TP- 72 EAEngineering\Capital ProjectsT0209-41h Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cmch 07-20-06\0209 Technical i Dmvmm n ,K dw flange of the shape on the opposite side , after which place it on both sides to completion. After the concrete has taken its initial set, exercise care to avoid jarring the forms or placing any strain on the ends of projecting reinforcing bars. 400-7. 10 Requirements for Successive Layers : Generally, place concrete in continuous horizontal layers, approximately 12 inches [300 mm] thick. To avoid obtaining a plane of separation between batches , do not allow the time before placing the next successive layer to ,. exceed 20 minutes, unless the Engineer determines that adequate fluidity exists in the underlying layer. Generally, leave each layer of concrete unfinished to secure efficient bonding with the overlying layer. To minimize the visibility of joints on exposed faces , finish the top surface of the concrete immediately adjacent to the forms of the exposed face , smoothing with a plaster mason's trowel . Where required , use inset form work to eliminate featheredges and to obtain concrete layers with a minimum thickness of 6 inches [ 150 mm] . Conduct the operation of depositing and consolidating the concrete so as to form a dense , impervious mass of uniform texture with smooth faces on exposed surfaces . Remove, dispose of, and replace defective concrete as directed by the Engineer and at no expense to the Department. 400-7. 11 Vibration of Concrete : " 400-7. 11 .1 General : Consolidate all concrete except seal , culvert floors , steel pile jackets , and concrete for incidental construction by the use of mechanical vibrators . 400-7. 11 . 2 Vibrators : Provide adequate vibrators on the project that are approved by the Engineer before beginning concrete work. Generally, provide vibrators of the internal type . For thin sections, where the forms are especially designed to resist vibration , the Contractor may use external vibrators . Use a vibrator with a minimum frequency of 4, 500 impulses per minute with sufficient intensity and duration to cause complete consolidation of the concrete without causing segregation of the materials . For vibrating thin , heavily reinforced sections , use heads of such size to secure proper vibration of the concrete without disturbance of either the reinforcing steel or the forms. 400-7. 11.3 Number of Vibrators Required : Use a sufficient number of vibrators to secure the compaction of each batch before the next batch is delivered , without delaying the ow delivery. In order to avoid delays due to breakdowns , provide at least one stand-by vibrator, with an appropriate power source. 400-7. 11 .4 Method of Vibration : Use vibrators to consolidate properly placed concrete . Do not use them to move concrete about in the forms. insert the vibrators in the surface of concrete at points spaced to ensure uniform vibration of the entire mass of the concrete. Insert the vibrator at points that are no further apart than the radius over which the vibrator is visibly effective. Allow the vibrator to sink into the concrete by its own weight, and allow it to penetrate into the underlying layer sufficiently so that the two layers are thoroughly consolidated together. After thoroughly consolidating the concrete, withdraw the vibrator slowly to avoid formation of holes . .. 400-7 . 11 .5 Hand Spading: When necessary in order to secure well-filled forms , free from aggregate pockets, honeycomb, bubbles , . etc. , spade the concrete by hand , along the surfaces of the forms and in all comers , following the vibration . 400-7.12 Columns : Place concrete in columns in one continuous operation for each lift as shown in the plans . 400-7.13 Slabs and Bridge Decks: 400 -7 . 13.1 Bulkheads, Screed Rails, and Screeding Devices : Strike-off the concrete using an approved metal screed operating on rails or bulkheads . Use devices which do not contain aluminum parts . Prior to placing concrete, provide an approved screed capable of striking-off and screeding the surface of the slab or deck to the required shape . Set all necessary bulkheads and screed rails to the required grade . Use bulkheads , screed rails, and screeding devices that permit vertical profile adjustment to the grade, satisfactory for providing straight transverse slopes , differing transverse slopes broken as shown in the plans and/or tranversing slopes with changing grade along the longitudinal length of slab or deck. Locate the screed rails so the entire placement surface can be screeded to grade without using intermediate screed rails , unless approved otherwise by the Engineer. TECHNICIAL PROVISIONS TP- 29 FAEngineedng\Capital Projeets10209-4th Street Bridge Over Cooeh DitcM02094th Street Bridge Over Cooch 07-20-06\0209 Technical Pmv,e,nne rff Use a screed consisting of a truss or heavy beams that will retain it' s shape under all .r working conditions, and a set of rotating drums with a diameter sufficient to carry a 2 inch [50 mm] mortar roll in front of and parallel to the axis of the drums , while making an initial pass . Adjust the drums to prevent mortar buildup forming behind the trailing edges of the drums. As an alternate to the drum type screed , a mechanical screed with a metal strike-off may be used . Equip the mechanical screed with mechanical vibrators to provide continuous uniform vibration to the entire length unless otherwise authorized by the Engineer. Small and irregularly shaped areas may be screeded in a manner approved by the Engineer. 400-7.13.2 Screed Demonstration : Subsequent to the placement of all reinforcing steel and prior to placing any slab or deck concrete, demonstrate that the proposed equipment and methods can finish the concrete to the specified grades while maintaining the specified cover r over the reinforcement. Provide the demonstration over the entire length and width of the spans to be placed. During the demonstration , load the screed support rails that are cantilevered beyond the fascia girders to simulate the concrete loading that will be placed on the rail support system during actual placement and screeding operations. 400-7. 13.3 Screeding Operations: Perform concrete placement and screeding as independently controlled mechanical operations . Ensure that the traverse of the screed and forward movement of the screeding equipment are independent of the movement of concrete placement equipment. Level the concrete in front of the screed as near to the finished grade as possible to prevent the screed from rising off the rail and forming uneven ridges behind the screed. Pass the screed over the slab or deck as many times as necessary to obtain a satisfactory surface. Provide a concrete surface true to grade and crown , and free of irregularities. Do not add water to the concrete surface to assist in finishing operations unless specifically authorized by the Engineer. If the Engineer permits the addition of water, apply only a fog mist, above the concrete surface , by means of approved power driven spray equipment. 400-7. 13.4 Placing Operations : Select an approved concrete design mix which ensures complete placement of all slab or deck concrete between construction joints before initial set begins in the plastic concrete. On placements of 50 yd' [40 m3] or less, the minimum placement rate is 20 yd3/h [ 15 M3/h] . On placements of greater than 50 yd3 140 m3] , the minimum placement rate is 30 yd3/h [23 m3lh]. The Engineer will not permit slab or deck placements until an acceptable plan for meeting the minimum placement rate is approved . 400-7. 13.5 Concrete Decks on Steel Spans: Where concrete decks are placed on steel spans, release the temporary supports under the bridge before placing any concrete. 400-7.13.6 Concrete Decks on T-Beams : For cast-in-place T-beam construction , cast the slabs and beams in one continuous operation. As an exception , where special shear anchorage or keys are provided for in the plans or approved by the Engineer, the beams and slabs may be constructed in successive placements . 400-7.13 .7 Diaphragms: Place concrete diaphragms at least 48 hours before the bridge deck slabs are placed unless otherwise indicated in the plans . 400-7 . 13.8 Weather Protection : Provide an approved means of protecting unhardened concrete from rain . Position the protection system to shield the concrete from rain and running water. Provide a shield impervious to water over the slab or deck concrete, of sufficient size to protect all areas of slab or deck concrete subject to water damage, and include a means of intercepting and diverting water away from freshly placed concrete . Arrange the equipment so that the weather protection system can be erected over unhardened concrete . When there is a possibility of rain during concrete placement operations, place the weather protection system in stand-by readiness , capable of being deployed in a timely manner. Use the weather protection immediately when rain begins so that slab or deck concrete damage will not occur. Do not place concrete during rain . Assume responsibility for damage to the slab or deck in the case of failure of the weather protection system . Describe the weather protection materials and methods in the Contractor's quality control plan. TECHNICIAL PROVISIONS TP- 30 FAEngineering\Capital Projects\02094th Street Bridge Over Coach Ditch\02094th Street Bridge Over Coach 07-20-06\0209 Technical r Pmvio,nnc rtf 4w APPENDIX A PERMITS �. ATH j I BEET 1 COOCH UI T CH dw i � I r � ■ ■ ■ 1 i i i i i i i / / � � � ■ ■ • • 400-7. 14 Concrete Box Culverts : In general , place the base slab or footing of concrete box culverts , and allow them to set before constructing the remainder of the culvert. In this case , make suitable provision for longitudinal keys . Construct bottom slabs , footings, and apron walls +� as a monolith if practicable . Where transverse construction joints are necessary , place them at right angles to the culvert barrel , and make suitable provision for keys . In the construction of box culverts having walls 6 feet [1 . 8 m] or less in height , the .. sidewalls and top slab may be constructed as a monolith or may place the concrete in the walls and allow it to set before placing the top slab concrete. Where the height of the box culvert walls exceed 6 feet [1 . 8 m ] , place the walls , and ,. allow the concrete to set at least 12 hours before placing the top slab concrete . In such cases , form keys in the sidewalls . When casting the walls and top slabs of box culverts as a monolith , ensure that any necessary construction joints are vertical. Design all construction joints with formed keys. Provide keys that are beveled as shown in the plans or as directed , but do not allow the edge of the beveled material forming the key to be less than 1 112 inches [38 mm] from the edge of the concrete . Construct each wingwall , if possible, as a monolith . Ensure that construction joints, where unavoidable , are horizontal and so located that no joints will be visible in the exposed face of the wing above the ground line. Precast box culvert sections may be used in lieu of cast-in-place box culvert construction provided the provisions in Section 410 are satisfied . 400-8 Seals. 400-8. 1 General : Wherever practicable, dewater all foundation excavations , and deposit the concrete in the dry as defined in 455-15. 2 . Where conditions are encountered which render it impracticable to dewater the foundation before placing concrete , the Engineer may authorize the construction of a concrete foundation seal of the required size . Then, dewater the foundation , and place the balance of the concrete in the dry . When required to place seal concrete, the Contractor is responsible for the satisfactory performance of the seal in providing a watertight excavation for placing structural concrete. The Department will provide and pay for the seal concrete as an aid to the construction of the structure. Repair seal concrete as necessary to perform its required function at no expense to the Department. 400-8. 2 Method of Placing : Carefully place concrete deposited under water in the space in which it is to remain by means of a tremie , a closed-bottom dump bucket of not less than 1 yd3 10 . 75 m3] capacity, or other approved method . Do not disturb the concrete after depositing it. Deposit all seal concrete in one continuous placement. Do not place any concrete in running water, and ensure that all form work designed to retain concrete under water is watertight. ., 400-8.3 Use of Tremie : Use a tremie consisting of a tube having a minimum inside diameter of 10 inches [250 mm] , constructed in sections having water-tight joints . Do not allow any aluminum parts to have contact with the concrete . Ensure that the discharge end is entirely seated at all times, and keep the tremie tube full to the bottom of the hopper. When dumping a batch into the hopper, keep the tremie slightly raised (but not out of the concrete at the bottom) until the batch discharges to the bottom of the hopper. Stop the flow by lowering the tremie . Support the tremie such as to permit the free movement of the discharge end over the entire top surface of the work and to permit its being lowered rapidly when necessary to choke off or retard the flow. Provide a continuous , uninterrupted flow until completing the work. Exercise special care to maintain still water at the point of deposit. 400-8.4 Time of Beginning Pumping : Do not commence pumping to dewater a sealed cofferdam until the seal has set sufficiently to withstand the hydrostatic pressure ; and in no case earlier than 72 hours after placement of the concrete . TECHNICIAL PROVISIONS TP- 31 '� FAEngineering\Capital Projects\0209-4th Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Cooch 07-20-WO209 Technical 400-9 Construction. Joints. 400-9: 1 Location: Make construction joints only at locations shown in the plans or in the placement schedule, unless otherwise approved in writing . If not detailed in the plans or placement schedule , or in case of emergency, place construction joints as directed . 400-9.2 Provisions for Bond and Transmission of Shear: Use shear key reinforcement where necessary to transmit shear or to bond the two sections together. 400-9.3 Preparations of Surfaces: Before depositing new concrete on or against concrete which has hardened , re-tighten the forms . Roughen the surface of the hardened concrete in a manner that will not leave loosened particles , aggregate, or damaged concrete at the surface. Thoroughly clean the surface of foreign matter and laitance, and saturate it with water. ` 400-9.4 Placing Concrete : Continuously place concrete from joint to joint. Carefully finish the face edges of all joints which are exposed to view true to line and elevation . 400-9.6 Joints in Sea Water or Brackish Water: For concrete placed in sea water or brackish water, do not place any construction joints between points 2 feet [0 .6 m] below extreme low tide and 4 feet [ 1 . 2 m] above extreme high tide . 400-9.6 Joints in Long Box Culverts : For long concrete box culverts , vertical construction joints may be placed at a spacing not less than 30 feet [9 m]. When using transverse construction joints , ensure that longitudinal reinforcing steel is continuous through the joint and that the joint is vertical . 400 -9 .7 Joints in Concrete Bridge Decks : When the plans provide an option for or require . joints in concrete decks to be made with a saw cut, make the cut in accordance with plan details and no later than the day following concrete placement. 400-10 Expansion Joints. 400-10 . 1 General : After meeting the smoothness criteria in 400- 15 , construct expansion joints to permit absolute freedom of movement . Carefully remove all loose or thin shells of mortar likely to cause a spall with movement at a joint from all expansion joints as soon as possible . 400-10 .2 Sealed Joints: Fill expansion joints with a preformed joint filler. Cut the filler to conform to the cross-section of the structure, and furnish it in as few pieces as practicable , using only a single piece in each curb section . Do not use small pieces that would tend to come loose . Prepare joints to be sealed and apply the sealer in accordance with approved manufacturer's directions. 400-10.3 Joint System Installation : After receiving the Engineer's acceptance of the bridge deck and approach slab smoothness, install the joint following the manufacturers instructions, on a profile tangent between the ends of the deck and/or approach slab to within a +0 and -1 /2 inch [+0 and -3 .0 mm] variation as determined by string line parallel to the centerline of the structure at maximum 3 foot [ 1 . 0 m] intervals along the joint. 400-11 Contact and Bearing Surfaces. 400-11 .1 Separation of Surfaces: In general , separate all contact surfaces between superstructure and substructure .or end walls and between adjacent superstructure sections by a layer of 55 Ib [25 kg] roofing felt. 400-11 .2 Finishing of Bearing Surfaces : Pay special attention to bearing areas supporting shoes , bearing pads, or the ends of beams or slabs. In general , float-finish such areas , and grind them to true planes with carborundum . If precast, they may be cast against true metal surfaces. Check all such areas for accuracy with a steel straightedge prior to the setting of shoes , bearing pads or superstructure elements . 400-11 . 3 Beam and Deck Slab Units : Do not allow the bearing plate or bearing area plane ,. of precast concrete beam and deck slab units , including prestressed units , to deviate from a true plane by more than 1 /8 inch 13 mm] when both bearing areas of a unit are tested on a level plane. Provide a bearing plate or bearing area that also proves to be a true plane when tested in i all directions of the plane surface with a steel straightedge . In the event that a 100% true plane is not achieved, the Engineer will accept a surface having not less than 80 % of its area in a true plane provided the deviations from such true plane are evenly distributed . Remove minor TECENICIAL PROVISIONS TP- 32 R\Engineering\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Comb 07-20-06\0209 Technical Pmn.mnne of 9HAIRE, QUINN, CANDLER & CASAIINO - Attameys s� CARTER ASSCCIATSS - Surve}ors & Engineers - INDIAN RIVER FARMS WATER CONTROL DISTRICT 4400 203i sar_c VERO BEACH, FLORIDA 32966 Phone: (772) 562.2141 Fix: (772) 562-2532 r DAVIDEGUNTER Board of Suver mn Seaernry-Tressarer W. C. GRAVES, IV SCOTT W. LAMB= i MARKTRIPSON August 16, 2006 IR DD _ Indian River County HUli 18 ZUOfi 1840 25' Street INDIAN RIVER COUNTY Vero Beach, FL 32960 ENGINEERING DI \MSICN .. Attn : Michael Nixon, P .E . Re: Permit 404-75 Bridge Replacement on 4t' St./Gooch Ditch .. Dear Mr. Nixon: Please accept this letter as an approval for an extension of the above named permits until May 31 , 2007 . Please attach this letter to the original permit. If you have any questions or need any additional information, please do not hesitate to contact our office . Sincerely, Deborah Vaughn _ Administrative Assistant cc : Marvin Carter, Carter Associates, Tnc , • • SPECIAL CONDITIONS FOR PEP241T NO. 04-^, 5 FOR 4T" STREETICOOCH DITCH BRIDGE REPLACEMENT .r 1 ) Approval of this permit based on 60% submittal plans (dated November 2004) prepared by Brian Good; P .E. (ICimley-Horn and Associates, Inc.) as submitted with permit application. • 2) Construction of this box culvert structure shall be scheduled during the dry season (December through May) and . a constriction schedule/plan developed and coordinated with Mr. David Gunter, Superintendent of the Indian River. • Farms Water Control District, to address stormwater discharge by-pass during construction. r 3) The bottom of Cooch Ditch shall Jbe cleaned and graded through a transition length of sixty (60) feet (from invert grade of box culvert to existing ditch grade) upstream and downstream of proposed box culvert. • 4) A copy of 100% approved final plans shall be submitted to Indian River Farms Water Control District prior to construction. 5) An as-built/location certification of the proposed facilities approved in this • permit shall be submitted within thirty (30) days of installation/completion. (See Standard Proviso #12 on back of permit). • • • • i i I:%ffiMSPEC COND-PROVISOSIspecial conditions 404-75.doc convex projections by grinding with an abrasive stone. The Engineer will accept minor depressions, provided that they amount to not more than 20% of the bearing area , are evenly distributed over the entire bearing area , and are not deeper than 118 inch [3 mm] . 400-11 .4 Bearing Pads : Use bearing pads for seating bridge shoes, ends of beams , and slabs of the types specified or required in the plans. Fumish and install Composite Neoprene Pads as detailed in the plans . Place neoprene pads , where specified or required, directly on masonry surfaces finished in accordance with the requirements of this Article. Ensure that pads , bearing areas of bridge seats , and metal bearing plates are thoroughly cleaned and free from oil , grease, and other foreign materials . Exercise care in fabrication of related metal parts to avoid producing conditions detrimental to the performance of the pads , such as uneven bearing , excessive bulging , etc. 400-12 Anchor Bolts and Dowels . Set anchor bolts and dowels as specified in 460-30. Galvanize all anchor bolts as specified in 460-30. 400-13 Epoxy Bonding Compounds. Where epoxy bonding compounds for bonding concrete are specified or required , apply the epoxy bonding materials only to clean , dry , structurally sound concrete surfaces . Provide surface preparation , application , and curing of epoxy bonding compound in strict accordance with the manufacturer's recommendations for each particular application. Use an epoxy bonding compound listed on the Department's Qualified Products List. " 400-14 Removal of Forms. Use the table below as the criterion for minimum time or compressive strength required before removal of forms or supports . When using the time period criterion , include in the time period all days except days in which the temperature falls below 40eF [4eC] . Use the specified 28-day minimum compressive strength value as stated in 346-3 . 1 for each r Class of Concrete utilized . Minimum -rime for Form Minimum (%) of 28-day Compressive Location of Concrete Placement Removal for an Strength th Concrete Removal for Form Removal ( 1 ) Deck slabs , top slabs of culverts and bottom of caps , forms under sidewalks , and safety cur overhangs extending more than 2 feet 0.6 m (a) Class ll (Bridge Deck) 7 days* 75* b Class II (Other than Bride Deck) 7 days 75 (c) Class III 7 days 70 d Class IV 7 days 60 (e) Class V 7 days 50 (2) Walls, piers, columns, sides of beams 24 hours** 50** and other vertical surfaces (3) Front face form of curbs 6 hours 70 Reference 400- 16.4 **Do not place additional load on the section until 70% of the specified 28-day concrete strength is attained. Also , refer to 400-7 . 4. When using the percent of required strength , cast test cylinders from representative concrete for compressive strength determination . Provide the Engineer with a minimum of three cylinder breaks , established at different curing times and concrete strength , so he can develop a curve relating curing time to concrete strength . Cure such test cylinders as nearly as practical in the same manner as the concrete in TECENICIAL PROVISIONS TP- 33 F:1EngineeringlCapitel Projects10209.4th Street Bridge Over Couch Dhch10209-4th Street Bridge Over Cooch 07-20-06\0209 Technical the corresponding structural component, and test them in accordance with ASTM C 39 [ASTM .� C 39M] and ASTM C 31 [ASTM C 31M] . Perform casting , curing , and testing at no expense to the Department and under the observation of the Engineer. When approved by the Engineer, the Contractor may use test results certified by a testing laboratory approved by the Department as a basis for form removal . When concrete strength tests indicate a compressive strength equal to or greater than the percentage of specified strength shown in the table above , the Contractor may remove the forms. Curing periods so established may be used so long as the ambient temperature is equal to or greater than the temperature existing during the curing of the test cylinders . When the temperature falls 15°F [80C] or more below the ambient temperature existing during the test cylinder curing period , repeat the test procedure outlined above, and establish a different curing period for the different ambient temperature. Do not remove forms at any time without the consent of the Engineer. Even when the Engineer provides consent to remove the forms , the Contractor is responsible for the work. 400-15 Finishing Concrete. 400-15.1 General Surface Finish (Required for All Surfaces): After placing and consolidating the concrete, strike-off all exposed surfaces to the lines and grades indicated in the plans in a manner that will leave a surface of uniform texture free of undesirable surface irregularities , cavities , and other defects. Cut back metal ties supporting reinforcement, conduit, and other appurtenances a minimum of 1 inch [25 mm] from finished surface. After removing excess mortar and concrete and while the concrete is still in a workable state , carefully tool all construction and expansion joints . Leave joint filler exposed for its full length with clean edges. Ensure that finished work in addition to that specified above is compatible and complementary to the class of surface finish required. Immediately after removing forms from any exposed concrete surface , remove all fins and irregular projections flush with the surface. Clean , saturate with water, and point all holes, r tie cavities, honeycomb, chips and spalls with an approved high-strength, non-metallic, non- shrink grout meeting the requirements of Section 934, mixed and applied in accordance with the manufacturer's recommendations . Exercise care during the roughening process to prevent additional defacement and damage to the formed surface. In the event unsatisfactory surfaces are obtained , repair these surfaces by methods approved by the Engineer or the affected concrete will be rejected . Repair any surface or remove rejected concrete at no expense to the Department. M 400-15. 2 Surface Finishes : 400-15.2. 1 General : In addition to the general surface work specified for all exposed concrete surfaces, the Engineer may require one of the classes of surface finish listed below. M For all such exposed surfaces , begin finish work for the applicable class specified , along with the general finish work, immediately after removal of the forms. In order to further ensure the required quality of the finish , remove forms no later than the minimum time specified for the 0 forms to remain in place. Satisfactorily repair finished concrete surfaces which are subsequently disfigured or discolored at no expense to the Department. Provide the required class of surface finish for the various items of structural a concrete as shown in the plans . 400-15. 2.2 Class 1 Surface Finish : As soon as the pointing has sufficiently set, thoroughly saturate the exposed surfaces with water, and rub them with a medium coarse carborundum stone . Continue rubbing until the surface has been ground to a paste and remove all form marks , irregularities , and projections . -In this process , do not introduce any additive material other than water. After the rubbing has produced a smooth surface of uniform color, allow the material which has been ground to a paste to reset under proper curing conditions. Subsequently, as a second operation , re-saturate the concrete surfaces with water, and thoroughly rub them with a fine carborundum stone. Continue this rubbing until the surface has a smooth , fine grain texture of uniform color. The Contractor may substitute a Class 5 applied finish coating in accordance with 400-15 .2 .6 as an alternate surface finish on all areas where Class 1 surface finish is specified. TECFMCIAL PROVISIONS • TP- 34 F:\Engineering\Capital Projects=09-4th Street Bridge Over Conch Ditch\0209-4th Street Bridge Over Conch 07-20-06\0209 Technical to Pmvisions.rtr r a ` 4tT� efiF4 . ar�"fe' kdj �rdy' �1 ':5 '4Ad ,,' 'Yf^ + (continued) a dlit5 MAJ 2. Laccept full responsiliilityfor a y e o c ? 40.4 ng in the Districts canal or levee due to my work q .. . It A I . .u .i � and l shallf retitoVe. of repair same p f jno expenseto the District; and I will prevent the discharge: f ani: fiy'aeinths or aquatic MON the Dishict's canal Brough my connection. � � �< ° ; '? rna� > Exa1titathmt�tl11= aita� �s of istnct eq tipfdent or veN es wtthaut securing proper audiorizadon thereof. + : 4. �t�is�tribA- understood and agreed that any other requirements of the District qre binding upgn meG,thb I application, and I do hereby indicate acceptance of this notice thereof. . 5: it is f srthe} undetstve ` Genefited by tllts.r4 ate; oi"ma �,.s zbjecit dd to fioedir g ddringpe od35`9 h a r to h��a'��'� s or other acts of God, and that tite permit will i - -ue aeeepted "srrl jceAg"' uQa9 'b'iit'�'PAMI7s recognized notto be within the conttnl of the District. dd 1 . Eer A tree assumes,full tespor sibility:for any consrrirctibn, operation fir maintenance of District property or right-of-w,aS3 l epf §gyttis:E. fta� d a. s@Yf<�[ lot€?tl, .dd,1. ! (f?. trxP@l >t44 'damage or claim id regafd. ttieteto; aiie- 3i'strict assurhes an� stiall'have no liability in connectiott ttierewith. + I:gD �H: ; S t ;af ;r. ' .lE1A: ia. WI i-: � i ya{xIa <;S •;a t. n=.tanta•� z .:ry.-a��;(J:aq I 2. This Permit ms not be assighe or ad ettedgo a:ttur arty and any transfer of Perrriitt8e s property abut, ting District%§#koperty orrigtiFaofa u2} :sitallr psefa¢tdtaad.,with6O =. vetiearteeianmkliff}E`and revoke this . Permit. - I f ::, A'.1t) 5 .:V wx tIA,4Ig ii Al tt . ,Z_ This Perrt�,}t'ds-si�bjec[ always to the paramount uract right of the Distto„l;eeptan¢tiligtnba'ItLftgLsdrainagedistrict functions and o�leratiohs, and is subject to revocation and cancellation upon thirty days' notice from District to Pemiitfee:; ' � . .. ......_ _ + 4 In gayer ptjsliall tlie�Dis � ,%be lta a fo{Fauyr upages'done or c, to ed bI . y the Dist cj, 4&q;A L} Public, ,p j Permid. ttpe Fag e or is a 6g ;'Pf g�c p' ° cry stt)fjeq� tq fll#g114 ,A . l{t ,and Pertnittee shall save[He utnce i o tcers, agehts shpernsols an employees .t er�ile�s frpm ark c00 charge or expense + j , -' � of cliiiiri or de ana o�`any person a g -t -.Iwo$ G ; ` gifroa �Pe - e 'we- of the property of righfl-of-way subject to flus permit. �errmttee s ] at any time upon request of istnct;provide ,;,lita�3i �eeSJdaSStfaetar to DlfiaPlaahs#i6Ytins4Fieaytt �dri s !at3€1_�rjthPani as maybe required hY D stripy k7rotee[ipgziie iptefssts q$ ispaey and natg,ng! T isttiel�ag a41 )0 ,4onal in- suretl.-_•-.-- - _ sr : 6tFAT - -- - 5, The District mat, ou thirty days' writtennoticefo Perinfttee, require removal'aitdlor a'r#&Elibb�dt4 iy instal.,� lation or constry'ction on District right-of-way. + 6: . - 'tiny construction on' District right-of-way orpropetty sfid ele3yifr��sEiilj�ie+dbin�li?le'��prcS'�ti�+`9iy Perin it � tee and in a workmanlike manner with mjnimury dist�an� to ting rmm Fhangel sl s and grade with �i proper restomtidn and pl roti . if i�` turbEd e event erosYdnl�ifkl a ten after contpietion of construction or installation. 7-.. .. ..Pemrittee.shalLadvise..DtstucG"s bptiotYt3=udfrllM$H6YiR@rat dd$' Vp6l1i'Ltlih}lll&iBiil 4Ndltctioti. I _ (562-2141) + 8 Permittee shall not discharge airypiltagtar � tgtjxd}tsrmaterf. lgdrtttpr349t[ucu»s 6%vn d orviaintdined by or subject to the jurisdiction-6fl7istrict, norpeunit anything to obindir [ ilia flow of r 't, ate t iH Hi{P] d�4ilt f lSti l fdf <" p ity ek ie eTbs I3r fl get Dlsh3�i uo ttheis.by any nr:n �uvhcdisc5�rElr�bstregdS .kgairlyi_tPrhyidirhilt�l� pt5rtcjlf2§ 9jistrict + .1:1= n � zt .:, ' . tT9i„ ^ :;� . LS .4 �.r h[ 1 , •�:� SQL 9. , ly upon de- wand{ fe any teung or other costs or expenses to'Distria associated_WittCtiftit'lsl $'7¢l.l?L�ittE 's use of !0; Appllbtirzs btibned dial electritl, amt€ hdd 'shwei�P athe� ' int8lIatlons"'or util ieIdlie locnEed witnm the construction area, and applicant shall use diligent effnrts to first dt:tec[ and lo*a5u6h instal - `^ jatinrrs-and•sha�ltcoofdimmecdnstrunnon wsthaljrotherihwfrrl users' of sit"ball be 1 • * its" + liatrle for all daGiagesptoximate,�y„r�esulhng- znm itsvnlrrereiiice witlisor interruption of services provided by other lawful ghtaf way user" - v 1.1,'r rT7na 3erxpic giiaN4laa bnstderer#tE6ttberatl Erse only;.ford-the limited purpose of installation, -placement and + mazntenanceof {he idiprove' ttikiitSecified o¢>thcfap ` '',reof;.pnd does not convey any other right, title or interest of the District uh`, ;� cre i ltl: 4n as 1ShclFflScatiSn `c'ett�fitation'$� a1T ciilvertlstmcUi[e installations within the District scanals/tight-of- way shall be performed by a FloridaRegistered ProlessioiialSurve or and Mapper on form provided by the District, and submitted to the District within thirty (301days follo '"deo i lei~iotr':of-inatalfa4rovid by i e certification is dor received tui{hhUAW-M it k e { �i�haG�a 'c�tiofi completed az ovkner/applicants expense or order removal of the i a ail t' sir I. YTx ? mss- i 'i e * r3 L INDIAN RIVER FARMS WATER CONTROL 4400 20th Street s Vero Beach, Florida 32960 9LC Q 7004 (772) 562-2141 V APPLICATION FOR CONNECTION-10 OR USE OF D P1 Date: A, Applicant Information: Name: pidia2 River QXMty Address: 1840 .5t . V ra BM rah Ff: 32960-336 _ Authorized Agent and Title: Jim Davis . Public Works Director Telephone Number. 967-ROOD i I B. Proposed Connection or Use: (check appropriate box or boxes) NON-REFUNDABLE CI Culvert connection to District canal for irrigation or drainage $100.00 ❑ Pump connection to District canal for �rigation or drainage $300.00 C�t Culvert and/or control structure in District canal for crossing ft and/or water storage $200.00 CI Other (specify) $100.00 C. Location: Tract., Section 1c; Township 37A Range 3qR Canal No. Other appropriate description: Brim rani aranont on atfi ct- rnmr QMch tlitQb Property I.D. Parcel No. : . Aithch dra 'wing to show details (include acreage to be served) . D. Details of proposed Construction: (Give diameter and length of culvert; diameter and razed capacity of pump; height and width of riser or other details on water control structure.) Rep1aCE. exist+ nn vehicular badge & wooden pedestrian bridge with vm-cast bos culvert:- E. Special Conditions: (for District use only) - rr F. Estimated Date of Construction Commencement, 3/01 /05 Estimated Date of Construction Completion: 3 /01 /06 G. As the Applicant for permit, I do understand and agree that: �. 1. The use of; or construction within, the dght of--.way of the Indian River,Fatms Water Control District will be is accordance with the details of the approved sketch and/or permitoconditions shown hereon, supporting this application; and if any changes are required, same will be cleared with the District. oft (Continued or Reverse hereof) Signed:' Date 0I `�_ 1 r A an[ (For District Use Only) - Application approved by: GGL for the Indian River Farms Water Control District _ Application approved by: _ _ for Carter Associates, Inc., Engineer for District Date of approval: Expi mdonDateofthisapprovedapplication: 3 ^ 0 +� '- �6. _ <,. To pg �, �s. r• ,,.. ,.��Gg � !i PERNIISSION; WHEN GRANTED, WILL BE SUBJECT TO TIM STANDARD PROVISOS. SET FORTH ON THE REVERSE HEREOF. + 400-15.2.3 Class 2 Surface Finish : As soon as pointing has sufficiently set, thoroughly saturate the exposed concrete surfaces with water and rub them with a medium coarse carborundum stone. Continue rubbing until the surface has been ground to a paste and remove + all form marks, irregularities, and projections . In this process, do not introduce any additive material other than water. After rubbing has produced a smooth surface finish , of uniform color, carefully brush + the material which has been ground to a paste to a uniform texture , and allow it to reset under proper curing conditions . Carefully protect these surfaces from disfigurement and discoloration during subsequent construction operations. 400-15.2.4 Class 3 Surface Finish : Where this surface finish is specified , use metal forms or timber forms with a form liner. Where specified or required on the plans, use No. 89 coarse aggregate for concrete. + After concrete has been placed in the forms and compacted , finish all exposed surfaces which are not contained by the forms to produce a surface texture as nearly equal to that produced by the form as practicable. Generally , finish unformed surfaces to a smooth, dense surface with a steel trowel . Perform all work, including general surface finish work, in a manner that will preserve the same surface texture and color produced by the form . Pointed areas may be rubbed with a dry .carborundum stone . + 400-15.2.5 Class 4 Floor Finish: 400-15.2.5 . 1 General: Apply a Class 4 finish on bridge decks and concrete approach slabs . On Short Bridges (bridges and approach slabs having a combined length less than or + equal to 300 feet [100 m]) , meet the finish and smoothness requirements of 400-15. 2. 5. 2 and 400- 15 . 2. 5 .3. On Long Bridges (bridges and approach slabs having a combined length greater than 300 feet [100 m ]) , meet the finish and smoothness requirements of 400-15.2. 5 .2 and 400- 15 .2. 5 .4 . After meeting the curing. requirements of 400- 16 and the smoothness requirements , herein , groove the bridge deck and approach slab. Do not install expansion joints, except open joints, until the smoothness criteria has been met and accepted by the Engineer. Meet the finish and smoothness requirements of 400-15 .2 . 5 .2 and 400- 15.2.5. 3 for all bridge widenings , pedestrian and trail bridges regardless of length unless otherwise shown otherwise in the Contract Documents. 400-15. 2.5.2 Plastic Finish and Surface Finish : After screeding is completed , check the surface of the plastic concrete with a 10 foot [3. 048 m] straightedge, positioning and half-lapping the straightedge parallel to the centerline to cover the entire surface. Immediately correct deficiencies of more than 1 /8 inch [3 mm], measured as an ordinate between the surface and the straightedge. Finish the concrete surface to a uniform texture using a burlap drag , fine bristle broom or float . Finish the deck to a smooth surface having a sandy texture without blemishes , marks or scratches deeper than 1 /16 inch [1 . 6 mm]. Decks to be planed will not require a sandy texture, and blemishes, marks or scratches may be up to 3/16 inch [5 mm] in depth. All other finish requirements will apply. 400-15.2.5.3 Smoothness Requirements for Short Bridges ( including approach slabs) : Perform a final straightedge check with a 10 foot [3. 048 m] straightedge , positioning and half-lapping the straightedge parallel to the centerline, approximately 5 feet [ 1 . 5 m] apart to cover the entire surface. Correct all irregularities greater than 3/16 inch [5 mm] measured as an ordinate to the straightedge , by grinding . Perform grinding by the abrasive method using hand or power tools or by machine , to leave a smooth surface within a 1 /8 inch [3 mm] tolerance. 400-15. 2. 5.4 Smoothness Evaluation , Bridges greater than 300 feet 1100 m] in length ( including approach slabs) : Provide a smoothness evaluation of the completed bridge deck and concrete approach slab riding surfaces by a computerized Cox California-type profilograph in accordance with the criteria herein and FM 5-558E. Furnish this evaluation through an independent provider approved by the Engineer, using equipment calibrated by the Engineer. The riding surfaces subject to this evaluation include all traffic lanes , all full width acceleration and deceleration lanes, and lanes planned for future use , on both the bridge deck • TECMrHCL4L PROVISIONS TP- 35 F9Engineering\Capital Projects\0209.4th Street Bridge Over Coach Ditch\0209-4th Street Bridge Over Coach 07-20.0610209 Technical PrmBeinne wF and concrete approach slabs . For areas outside the traffic lanes , perform testing and meet the .. smoothness requirements for short bridges. Prior to initial profilograph testing and grooving , complete work on the bridge deck, except for expansion joint installations . Thoroughly clean and clear the bridge deck and approach slab area to be evaluated for smoothness of all obstructions and provide the smoothness evaluation . Ensure that no radio transmissions or other activities that might disrupt the automated profilograph equipment are allowed during the evaluation . Average the Profile Index Value for the bridge deck, including the concrete approach slabs , for the left and right wheel path of each lane. The maximum allowable Profile Index Value for acceptable smoothness is 10 inches per mile [158 mm per kilometer] utilizing the 0.2 inch [5 mm] blanking band . Apply this criteria to each 300 feet [100 m] of each lane. Additionally, correct individual bumps or depressions exceeding a cutoff height of 0. 3 inch [7 .6 mm] from a chord of 25 feet 17 .620 m] (see ASTM E-1274) on the profilograph trace and ensure that the surface meets a 1 /4 inch in 10 feet [6 mm in 3. 048 m] straightedge check made transversely across the deck and approach slabs as determined necessary by the Engineer. Provide at least one profilograph test per bridge deck and approach slabs . A single test will occur only when the initial profilograph results satisfy all acceptance criteria . Provide additional profilograph testing as necessary following longitudinal planing and any other actions taken to improve smoothness , until a profile meeting the acceptance criteria is obtained . For bridges that do not pass the profilograph smoothness criteria given above, longitudinally plane the entire bridge deck and concrete approach slab surfaces using a self- propelled grinding machine with gang mounted diamond saw cutting blades specifically designed for such work. Use a machine with a minimum wheel base length of 15 feet [4. 57 m]; constructed and operated in such manner that it does not cause strain or damage to the deck surface , excessive ravels , aggregate fractures or spaliing . The equipment shall be approved by the Engineer. Perform longitudinal planing parallel to the roadway centerline, and provide a consistent, textured surface that will meet or exceed the profilograph smoothness criteria . Clean the surface of all slurryldebris generated during this work concurrently with operation of the machine. Control the work to limit surface removal by all passes of the longitudinal planing equipment and any other grinding to a total maximum depth of 1/2 inch [13 mm]. After planing , reevaluate the pavement smoothness using the profilograph testing described above. Perform additional retesting with the same equipment if further corrective ■ measures are necessary. 400-15.2.5.5 Grooving : After the concrete surface profile has been accepted by the Engineer, and prior to opening the bridge to traffic , groove the bridge deck and approach slabs perpendicular to the centerline of the structure. Cut grooves into the hardened concrete using a ■ mechanical saw device which will leave grooves nominally 1 /8 inch [3 mm] wide and 3/16 inch [5 mm] deep . Space the grooves apart in random spacing center of grooves in the following sequences 3/4 inch [20 mm] , 1 1 /2 inch [30 mm] , 5/8 inch 115 mm] , 1 inch [2 mm], 518 inch [15 mm] , 1 1 /8 inch [30 mm], 3/4 inch 120 mm] in 6 inch [150 mm] repetitions across the width to be grooved in one pass of the mechanical saw device. One 6 inch [150 mm] sequence may be adjusted by 1 /4 sequence increments to accommodate various cutting head widths provided the general pattern is carried out. The tolerance for the width of the grooves is + 1 /16 to — 0 inch [+ 1 . 6 to — 0 mm] and the tolerance for the depth of grooves is ± 1 /16 inch [± 1 .6 mm] . The tolerance for the spacing of the grooves is ± 1 / 16 inch [± 1 .6 mm]. Cut grooves continuously across the deck or approach slab to within 18 inches [450 mm] of gutter lines at barrier rail , curb line and median divider. At skewed metal expansion joints in bridge deck surfaces , adjust groove cutting by using narrow width cutting heads so that . all grooves of the bridge deck surface or approach slab surface end within 6 inches [ 150 mm] , measured normal to centerline of the joint, leaving no ungrooved surface adjacent to each side of the joint greater than 6 inches 1150 mm] in width . Ensure that the minimum distance to the , first groove, measured normal from the edge of the concrete joint or from the junction between the concrete and the metal leg of the armored joint angle, is 1 inch [25 mm] . Produce grooves that are continuous across construction joints or other joints in the concrete surface less than 1 /2 inch [13 mm] wide . Apply the same procedure described above where the gutter lines at TECANICIAL PROVISIONS TP- 36 F:1Engin0ering\C2pita1 Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06=09 Technical Prnvicinnc rtf r _ Department . of Environmental Protection Central District Colleen Castile Jeb Bush 3319 Maguire Bouievard, Suite 232 Secretary Governor Orlando, Florida 32803-3767 i Notification of Use of General Permit SENT BY E-MAIL Permittee: Gordon Sparks, Indian River County Utility: Indian River County - Engineer: Brian Good, P.E., Kimley-Horn and Associate, Inc. Permit Number: WD31-0039206-522 Project Name: 411 Street Bridge Crossing County: Indian River Project Description: 12-inch main crossing the Cooch Canal. To the Permittee: Gordon Sparks, Environmental Engineer In response to your request, this document is to advise you that the Department has received your notice of intent to use a general permit as provided in Chapter 62-555, Florida Administrative Code (FA. C.), to construct a water distribution system extension and is not at this time objecting to your use of such general permit. Please be advised that you are required to abide by all conditions in Chapters 62-4, _ 62-550, 62-555, the general requirements for general permits, and Rule 62-555.410, F.A. C. - A LETTER OF CLEARANCE MUST BE ISSUED BY THE DEPARTMENT PRIOR TO PLACEMENT OF THIS PROJECT INTO SERVICE. FAILURE TO DO SO WILL RESULT IN i THE PERMITTEE BEING SUBJECT TO APPROPRIATE ENFORCEMENT ACTION, To obtain the clearance letter, the engineer-of-record must submit a "Request for Letter of Release to Place Water Supply System into Service" [DEP Form 62-555 .900(9), FAC.] (attached), a copy of this letter and _ satisfactory bacteriological test results (with chlorine residuals indicated) taken on two consecutive days from the proposed main at point near each of its two ends. Water sample forms must indicate specific reqmmendearlVocati number above. char , E. s Manager — Drinking Water PrograpoPO i Date: RSL/ohm/jo g-sparks(c�r irceov.com: briar Zood(atlflmiey-hcr" oom ; i S years Marc Pro[ecnan, less Prxess " i F Notice Of Rights ` Certificate of Service r 1 HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U . S. Mail to : ` Indian River County ` 1840 20th St Vero Beach, FL 32960 r At 4: 00 p. m . this 22nd day of February 2005 . Q2c Division of Permit 0 t rvices r Gloria Lewis, Dir r r St. Johns River Water Management District Post Office Box 1429 Palatka, FL 32178-1429 (386) 329-4152 ` Permit Number: 40-061 -96235- 1 r i r r r r barrier rails , curb lines and median dividers are not parallel to the centerline of the bridge to maintain the IS inches [450 mm] maximum dimension from the grooves to the gutter line. Cut grooves continuously across formed concrete joints . ., 400-15.2.6 Class 5 Applied Finish Coating : 400-15.2.6. 1 General : Place an applied finish coating upon all concrete surfaces where the plans indicate Class 5 Applied Finish Coating . Apply the finish coating after „ completion of the general surface work specified for all exposed concrete surfaces . Select an Applied Finish Coating from the Departments Qualified Products List meeting the requirements of Section 971 . 400-15. 2. 6.2 Material : For the coating material , use a commercial product designed specifically for this purpose . Use only coating material that is manufactured by one manufacturer and delivered to the job site in sealed containers bearing the manufacturer' s original labels. Submit a copy of the manufacturer's printed instructions to the Engineer. 400-15 .2.6. 3 Surface Preparation: Prepare the surface prior to the application of an applied finish coating by providing a surface finish in accordance with the requirements of 400- 15 . 1 . The Engineer will not require surface voids that are 114 inch (6 mm] or less in width and depth to be grouted prior to application of the finish coating . Fill surface void larger than 1 /4 inch [6 mm] in width and depth an approved high strength , non metallic, non shrink grout meeting the requirements of Section 934 , mixed and applied in accordance with the manufacturer's recommendations . Apply the grout by filling the surface voids using burlap pads , float sponges , or other acceptable methods. As soon as the grout has taken its initial set, brush the surface to remove all loose grout, leaving the surface smooth and free of any voids . Ensure that the surface to be coated is free from efflorescence, flaking coatings , curing compound, dirt, oil , and other substances deleterious to the applied finish coating . Prior to application of the finish coating onto precast or cast-in-place concrete surfaces, test the concrete surface at 30 foot [10 m ] intervals for the presence of curing compound using one or two drops of muriatic acid placed on the concrete surface. If curing compound is present, there will be no reaction between the acid and the concrete. If there is no reaction, remove the compound by pressure washing the concrete surfaces. Prepare the surfaces in accordance with the manufacturer' s recommendations , and ensure that they are in a condition consistent with the manufacturer' s requirements. 400-15. 2. 6.4 Application : Apply the finish coating in a manner recommended by the manufacturer. When applying the finish coating by spraying , supply heavy duty spray equipment capable of maintaining a constant pressure necessary for proper application. Mix, apply, and cure all coating materials in accordance with the manufacturer's printed instructions . Apply the finished coating at a rate of 50 ± 10 ft2/gal [1 .25 ± 0 . 25 M2/L]. 400-15 .2.6. 5 Finished Product: Produce a texture of the completed finish coat that is generally similar to that of rubbed concrete. Ensure that the completed finished coating is w tightly bonded to the structure and presents a uniform appearance and texture. If necessary, apply additional coats to produce the desired surface texture and uniformity. Upon failure to adhere positively to the structure without chipping, flaking , or peeling , or to attain the desired surface appearance, remove coatings entirely from the structure, and reapply the finish coating after surface preparation until achieving the desired finished product. Do not allow the average thickness of the completed finish coating to exceed 1 /8 inch [3 mm] . 400-15.2.6. 6 Material Tests and Certification : Before any portion of any shipment of finish coating is applied on the project, furnish the Engineer with a certificate from the manufacturer attesting that the commercial product furnished conforms to the same formula as that previously subjected to the tests specified in Section 971 . In addition , submit the following product analysis , obtained from the manufacturer, for each batch of the material used: (a) Weight per gallon [liter] . (b) Consistency (Krebs Units) . (c) Weight percent pigment. (d) Weight percent vehicle solids. (e) Infra-red spectra of vehicle solution . TECHNICIAL PROVISIONS TP- 37 P:\Bngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\02094th Sfta Bridge Over Cooch 07-20-06\0209 Technical c.,..,k;,,o< �F 400-15.2.7 Final Straightedging for Surfaces to Receive Asphalt Concrete Surface : ■ Test the slab surfaces of poured-in-place floors which are to be surfaced with an asphalt concrete wearing course for trueness with a 10 foot [3. 048 m] straightedge, as specified above . As an exception, correct only irregularities of more than 1 /4 inch (6 mm] measured as an ordinate (either above or below the general contour of the surface) . The Engineer will not require belting or brooming of slabs that are to be surfaced with an asphalt concrete wearing course . For curing , meet the requirements specified for other floor slabs . ■ 400-15.2. 8 Finishing Bridge Sidewalks : Provide bridge sidewalks , that are not finished in accordance with the requirements of Section 522, a Class 4 finish . - 400-16 Curing Concrete. 400-16 .1 General: Cure cast-in-place and precast (non- prestressed) concrete as required herein for a minimum duration of 72 hours . If forms are loosened or removed before the 72 hour curing period is complete , expand the curing to cover these surfaces by either coating with curing compound or extending the continuous moist cure area. Maintain concrete surface moisture at all times until curing is begun . Prevent water ,. sheen loss on flat work by use of an evaporation retarder and/or by applying supplemental moisture by misting . During the construction of footings and bridge decks when the forecasted or actual wind speed exceeds 10 mph [16 km/hr], evaporation counter measures are required . The Quality Control Plan shall ensure evaporation counter measures which will limit evaporation to less than 0 .20 Ib/f12/hr 11 . 0 kg/m�/hr]. 400-16.2 Methods: Except where other curing methods are specified , select from the following options the chosen method(s) for curing all concrete components and indicate the method to be used in the Quality Control Plan. (a) Continuous Moisture: Place burlap on the surface and keep it continuously saturated ■ for the curing period by means of soaker hoses or automatic sprinklers. Water flow may be metered to cycle repetitively for five minutes on and five minutes off during the 72 hour curing period . Do not apply moisture manually. If side forms are loosened or removed during the curing period, extend the burlap so as to completely shield the sides of the members. ■ (b) Membrane Curing Compound: Apply a white Type 2 curing compound to all surfaces at a uniform coverage as recommended by the manufacturer but not less than 0. 06 gal/yd2 [0 .27 Um2] . Allow surfaces covered by the membrane curing compound to remain undisturbed for the ■ curing period . Recoat any cracks , checks or other defects in the membrane seal which are detected during the curing period within one hour. If side forms are loosened during the curing period, maintain surface moisture and remove the forms within one hour and immediately coat ■ the formed surfaces with a membrane curing compound . Bottom surfaces shall be similarly coated after removal of or from the forms. If curing compound is to be applied by spraying , use a compressor driven sprayer of N sufficient size to provide uniform mist. Standby equipment is required in case of mechanical failure and hand held pump-up sprayers may be used only as standby equipment. (c) Curing Blankets: Curing blankets may be used for curing the top surfaces of ' members while the member side forms remain in place. Do not use curing blankets which have been torn or punctured. Securely fasten all edges to provide as tight a seal as practical. Should the system fail to maintain a moist condition on the concrete surface, discontinue use of the . blankets and continue curing using another method . Keep curing blankets in place for the duration of the curing period . (d) Accelerated Cure: ( 1 ) General : Accelerated curing of the concrete can be achieved by use of either low pressure steam curing , radiant heat curing or continuous moisture and heat curing . If accelerated curing is completed before the 72 hour curing period has elapsed , continue curing for the remaining part of the 72 hour curing period in accordance with one of the curing methods listed above . TECHNICIAL PROVISIONS • TP- 38 FAEngineering\Capital Projects\02094th Street Bridge Over Coach Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical ProvisionsAf A Aw Notice Of Rights 8 . An applicant with a legal or equitable interest in real property who believes that a Disfrict permitting action is unreasonable or will unfairly burden the use of his property, has the right to, within 30 days of receipt of notice of the District's written decision regarding a a permit application , apply for a special master proceeding under Section 70. 51 , Florida Statutes, by filing a written request for relief at the office of the District Clerk located at District headquarters , P . O, Box 1429, Palatka, FL 32178- 1429 (4049 Reid St. , Palatka, a Florida 32177) . A request for relief must contain the information listed in Subsection 70.51 (6) , Florida Statutes. a 9. A timely filed request for relief under Section 70. 51 , Florida Statutes, tolls the time to request an administrative hearing under paragraph no. 1 or 2 above (Paragraph 70 .51 (1 0) (b) , Florida Statutes) . However, the filing of a request for an administrative hearing under paragraph no. i or 2 above waives the right to a special master proceeding (Subsection 70 . 51 (1 0)(b) , Florida Statutes) . a 10 . Failure to file a request for relief within the requisite time frame shall constitute a waiver of the right to a special master proceeding (Subsection 70 .51 (3) , Florida Statutes) . .. 11 . Any substantially affected person who claims that final action of the District constitutes an unconstitutional taking of property without just compensation may seek review of the action in circuit court pursuant to Section 373. 617, Florida Statutes, and the Florida Rules of Civil Procedures ; by filing an action in circuit court within 90 days of the rendering of the final District action , (Section 373.617 , Florida Statutes) . 12. Pursuant to Section 120.68 , Florida Statutes, a person who is adversely affected by final ' District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to the Florida Rules of Appellate Procedure within 30 days of the rendering of the final District action . 13 . A party to the proceeding before the District who claims that a District order is inconsistent with the provisions and purposes of Chapter 373, Florida Statutes , may seek review of the order pursuant to Section 373. 114, Florida Statutes, by the Florida Land and Water Adjudicatory Commission , by filing a request for review with the Commission and serving a copy on the Department of Environmental Protection and any a person named in the order within 20 days of adoption of a rule or the rendering of the District order. 14 . For appeals to the District Court of Appeal , a District action is considered rendered after it is signed on behalf of the District, and is filed by the District Clerk. _ 15 . Failure to observe the relevant time frames for filing a petition for judicial review described in paragraphs #11 and # 12 , or for Commission review as described in paragraph 913 , will result in waiver of that right to review. a a a Notice Of Rights 1 , A person whose substantial interests are or may be determined has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District) , or may choose to pursue mediation as an alternative remedy under Sections 120 .569 and 120 .573, Florida Statutes, before the. deadline for ' filing a petition. Choosing mediation will not adversely affect the rights to a hearing if mediation does not result in a settlement: The procedures for pursuing mediation are set forth in Sections120 . 569 and 120. 57, Florida Statutes, and Rules 28-106. 111 and 28- 106..401 - .405, Florida Administrative Code. Pursuant to Chapter 28- 106 and Rule 40C- 1 . 1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at District Headquarters, P . D. Box 1429, Palatka, Florida 32178-1429 (4049 Reid St. , Palatka, FL 32177) within twenty-six (26) days of the District depositing notice of District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21 ) days of newspaper publication of the notice of District .� decision (for those persons to whom the District does not mail actual notice) . A petition .must comply with Chapter 28- 106, Florida Administrative Code . 2. If the Governing Board takes action which substantially differs from the notice of District decision, a person whose substantial interests are or may be determined has the right to request an administrative hearing or may choose to pursue mediation as an alternative remedy as described above. Pursuant to District Rule 40C- 1 . 1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at the address describedeabove, within twenty-six (26) days of the . District depositing notice of final District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21 ) days of newspaper publication of the notice of its final agency action (for those persons to whom the District does not mail actual notice) . Such a petition must comply with Rule Chapter 28- 106, Florida Administrative Code. 3. A substantially interested person has the right to a formal administrative hearing pursuant to Section 120 .569 and 120.57( 1 ) , Florida Statutes, where there is a dispute ., between the District and the party regarding an issue of material fact. A petition for formal must comply with the requirements set forth in Rule 28-106.201 , Florida Administrative Code. _ 4. A substantially interested person has the right to an informal hearing pursuant to Sections 12-0.569 and 120 ..57(2) , Florida Statutes, where no material facts are in dispute. A petition for an informal hearing must comply with the requirements set forth in Rule w 28-106 .301 , Florida Administrative Code . 5. A petition for an administrative hearing is deemed filed upon delivery of the petition to the District Clerk at the District headquarters in Palatka, Rorir-ja, 6 . Failure to file a petition for an administrative hearing, within the requisite time frame shall constitute a waiver of the right to an administrative hearing (Section 28-106. 111 , Florida Administrative Code) . 0 7. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, and Chapter 28- 106 , Florida Administrative Code and Section 40C-1 . 1007, Florida Administrative Code. r If accelerated curing is used , furnish temperature recording devices that will provide accurate , continuous and permanent records of the time and temperature relationship throughout the entire curing period . Provide one such recording thermometer for each 200 feet 160 m] of placement length or part thereof. Initially calibrate recording thermometers and recalibrate at least annually. The preheating period shall equal or exceed the time of initial set as determined by ASTM C 403 and shall not be less than 4 hours. When the ambient air temperature is above 50°F [ 101C], allow the member to remain undisturbed in the ambient air for the preheating period . If the ambient air temperature is below 50°F [ 10°C] , apply heat during the preheating period to hold the air surrounding the member at a temperature of 50 to 90OF [10 to 320C] . To prevent moisture loss from exposed surfaces during the preheating period, enclose members as soon as possible after casting or keep the surfaces wet by fog mist or wet blankets . Use enclosures for heat curing that allow free circulation of heat about the member with a minimum moisture loss . The use of tarpaulins or similar flexible covers may be used provided they are kept in good repair and secured in such a manner to prevent the loss of heat and moisture . Use enclosures that cover the entire placement. During the application or removal of the heat, do not allow the temperature rise or fall within the enclosure to exceed 401F/hr [221C/hr] . Do not allow the curing temperature throughout the enclosure to exceed 160°F [710C]. Maintain the curing temperature within a temperature range of 130 to 160°F [54 to 71 °C] until the concrete has reached the required form removal strength for precast and cast-in-place components or the required release strength for prestressed concrete components. (2) Low-Pressure Steam: The steam used shall be in a saturated condition . Do not allow steam jets to impinge directly on the concrete , test cylinders , or forms . Cover control cylinders to prevent moisture loss and place them in a location where the temperature is r representative of the average temperature of the enclosure . (3) Curing with Radiant Heat: Apply radiant heat by means of pipes circulating steam , hot oil or hot water, or by electric heating elements. Do not allow the heating elements to ., come in direct contact with the concrete or the forms . Distribute sources of heat in a manner that will prevent localized high temperatures above 160°F [710C] . To prevent moisture loss during curing , keep the exposed surfaces wet by fog mist or wet blankets. (4) Continuous Moisture and Heat: This method consists of heating the enclosure in + combination with the continuous moisture method described above . In addition to the curing blankets, an auxiliary cover for retention of the heat will be required over the entire placement. Support this cover at a sufficient distance above the placement being cured to allow circulation of the heat. 400-16.3 Silica Fume Concrete: Cure silica fume concrete a minimum of 72 hours using continuous moisture cure . No substitution of alternative methods nor reduction in the time period is allowed . After completion of the 72 hour curing period, apply a membrane curing compound to all concrete surfaces. Apply curing compound according to 400- 16 .2 . 400-16.4 Bridge Decks: Cure bridge decks for a duration of seven days . Immediately after finishing and before the concrete surface moisture evaporates apply a membrane curing compound to the deck top surface in accordance with 400-16 . 2. Apply the curing compound from a work platform . ,. Place curing blankets on all exposed surfaces which are not formed as soon as possible with minimal effect on the surface texture . Place the curing blankets with sufficient overlapping seams to form an effective moisture seal . Before using curing blankets , mend tears, splits , or other damage that would make them unsuitable . Discard curing blankets that are not repairable. Wet all curing blankets immediately after satisfactorily placing them and maintain them in a saturated condition throughout the seven day curing period. Supply sufficient quantity of potable water at the job site for wetting the blankets . Where a bridge deck slab is to be subjected to walking , wheeling or other approved construction traffic within the seven day curing period , protect the curing blankets and the slab surface from damage by placing wooden sheeting , plywood or other approved protective ' material in the travel areas. TECHNICIAL PROVISIONS TP- 39 FAEngineering\Capital Projecte\0209-4th Street Bridge Over Ccoch Ditch\0209.4th Street Bridge Over Conch 07-20-MO209 Technical Dm";V;....c orf When the ends of the curing blankets are rolled back to permit screeding of adjacent .. bridge deck slabs , keep the exposed surfaces wet throughout the period of exposure. Removal of bottom and side forms after 72 hours is acceptable upon compliance with 400- 14 . Apply membrane curing compound to all surfaces stripped of forms within one hour of loosening. Apply curing compound according to 400-16 . 2. 400-16 . 5 Construction Joints : Cure construction joint areas using either the continuous moisture or curing blankets method. • 400-16.6 Traffic Barriers , Railings, Parapets and End Post: When construction is by the slip form method , maintain surface moisture and begin curing before the loss of water sheen but no more than 30 minutes after extruding . Apply membrane curing compound as defined in this • Section or apply an approved coating which acts as a curing compound and Class 5 coating . 400-16 .7 Removal of Membrane Curing Compounds : Provide the longest possible curing duration; however, remove curing compound on portions of members to be bonded to other concrete . Compounds may be removed by either sand or water blasting . Water blasting requires the use of potable water and a minimum nozzle pressure of 2 , 900 psi [20 MPa]. 400 -17 Protection of Concrete. '■ 400-17 . 1 Opening to Traffic : Close concrete bridge floor and culverts to traffic for a period of at least 14 days after placing and for such additional times as deemed advisable . In the operation of placing , the Contractor may wheel concrete across previously poured slabs after • they have set for 24 hours , provided plank runways are used to keep the loads over the beams. 400-17.2 Storing Materials on Bridge Slabs: Do not store heavy equipment or material , other than light forms or tools, on concrete bridge slabs until 14 days after they have been • poured . For all stockpiles , tools , and equipment stored on bridge slabs at any time, obtain prior approval by the Department, and the Engineer will require any such stored materials or equipment to be dispersed in order to avoid overloading any structural part. 400-17.3 Time of Placing Superstructure : In the case of piers or bents with concrete caps, • do not place the weight of the superstructure or of beams on the caps until they have reached the ages required in the following table : • Superstructure seven days r Beams three days � • 400-17 .4 Alternate Procedure : As an alternate procedure , in lieu of the time delay periods set forth in 400- 17 . 1 and 400-17 . 3 , test beams may be cast from representative concrete and • cure them identically with the concrete in the corresponding structural component. Test the test beams in accordance with ASTM C 31 [ASTM C 31M] and ASTM C 78 . When the test results indicate a flexural strength of 550 psi [3. 8 MPa] or more, concrete bridge floors and culverts may be opened to traffic and the superstructure and beams placed on caps . 400-18 Precast Planks, Slabs, and Girders. 400-18. 1 General : Where so shown in the Contract Documents, the Contractor may construct concrete planks , slabs , girders , and other structural elements by precasting. In general , use a method that consists of casting structural elements in a casting yard , curing as specified in 400-16, transporting them to the site of the work, installing them on previously prepared supports and , where so shown in the plans , joining them with poured-in-place slabs or keys. Handle and install precast prestressed members as specked in Section 450 . 400 -18.2 Casting : Cast precast elements on unyielding beds or pallets. Use special care in casting the bearing surfaces on both the elements and their foundations in order that these surfaces shall coincide when installing the elements . Check bearing surfaces on casting beds with a level and a straightedge prior to the casting . Similarly check corresponding surfaces on the foundations during finishing operations. 400-18 .3 Poured-in-Place Keys : Where precast elements are to be joined with poured-in- place keys, carefully align the elements prior to pouring the keys . TECHNICIAL PROVISIONS TP- 40 P:TE gtnem ing\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions.rd onstruc •' clearly designate°Ut de the 1 m'ds of cotnstructione the ermittee must work .Prior to construction , p permit. i The permittee must advise the contractor that any including clearing , may be a violation of this p 23 .The pr°left must be constructed and Operated in accordance with the plans and information received by the District on November a, 2004• ected by the operation and maintenance ears ement system must be insp rmitted . if a required 24 .The stormwater mana°g ears after the compietion of construction and every two y once within two y stem is functioning as designed and PI ermitted, then within entity as designed and p tions Report on tarm 'number 4oC- thereafter to insure that the sy Cut of Compiiance . The Inspectionection the entity shah submit an ement System ection, reveals that the system is not functioning uired insp 14 days of that insp he for Stormwater Manag of e ch re ector, 42 900 (6) , Exoeptions Rep must maintain a recon telephone number of the insp ' ned and permitted ; and make such record ection , the name, address , normal business hours. operation and maintenance entity as desig including the date of insp stem was fun u st by the pistnct during • _ and whether the ection upon req available for insp • tion se of is permit not become effective the i 1 The complied awith hearrequirements of general condition 9 above , therD District determines the system to be in compliance with the permitted plans, and the entity approved by the District in accordance with subsections 7 . 1 . 1 through 7. 1 .4 of the Applicant's Handbook, Management and Storage of Surface Waters, accepts responsibility for operation and maintenance of the system . The permit may not be transferred to such an approved ` operation and maintenance erovai of the peruntil the mitted tted sy tem by the District,ration phase of the permit the permittee shall Following inspection and apomes effective.p it to the responsible approved operation and maintenance entity , request transfer of the perm if different ts from the perolc ittO , Utl the perm mne�nt and Sto age of Surface Waterit is transferred s, the permittee section be App liable for compliance with the terms of the permit. _ 12. Should any other regulatory agency require changes to the permitted system , the permittee shail provide written notification to the District of the changes prior implementation so that a r determination can be made whether a permit modification is required. 13. This permit does not eliminate the necessity to obtain any required feded eraithss termev ital andn special district authorizations prior to the start of any activity approved his permit does not convey to the permittee or create in the permittee any property n ht, or any p rty i9 interest in real propertyr nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee , or convey any rights or privileges other ` than those specified in the permit and chapter 4OC-4 or chapter 40C-401 F.A. C . 14 The shall arise nfrom z or liabilities which may by reason the activitiesauthored by thy and e permit ora Y use of ho permitted system. 15. Any delineation of the extent of a wetland or other n9 drfaocumentation , hall notbe water submitted as art of the all permit application , including plans or other supe considered specifically approved unless a specific condition of this permit or a formal determination under section 373. 421 (2) , F .S., provides otherwise . istrict ng within days of any conveyance, or 16 other transfer of ownership or control� The permitteshall notify the controlof he permitted s0ystem or the ealproperty at which the permitted system is located . All transfers of ownership or transfers of a permit are subject to the requirements of section 40C-1 .612, F.A. C. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale , conveyance or other transfer. 17. Upon reasonable notice to the permittee, District authorized staff with proper identification ` mple and test the system to insure conformity with shall have permission to enter, inspect, sa the plans and specifications approved by the permit, 18. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the District. 19 . The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate . 20 . This permit for construction will expire five years from the date of issuance. 21 . All wetland areas or water bodies that are outside the specific limits of construction _ authorized by this permit must be protected from erosion , siltation , scouring or excess turbidity, and dewatering . +� 400-18.4 Surface Finish : Finish the surface as specified in 400- 15 , except that where precast slabs and poured-in-place keys form the riding surface, give the entire surface a broomed finish . .. 400 -18.5 Moving , Placing, and Opening to Traffic : Reinforced precast members may be moved from casting beds , placed in the structure , and opened to traffic at the ages shown in the following table : Handling from casting beds to storage areas . . . . . . . . . . . . . . . . . . . . . . . 7 days Placing in structure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . 14 days r Opening to traffic: Precast elements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 days Cast-in-place slabs over precast girders . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 days Cast-in-place keys joining precast slabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 days As an alternate procedure , in lieu of the time delay periods set forth above, test beams may be cast from representative concrete, and cure them identically with the concrete in the ' corresponding structural component. Test the test beams in accordance with ASTM C 31 [ASTM C 31 M] and ASTM C 78 . When the test results indicate a flexural strength of 550 psi [3 . 8 MPa] , or more , any of the operations listed above may proceed without completing the corresponding time delay period . 400 -18 . 6 Setting Prestressed Slabs : Before permitting construction equipment on the bridge to erect slab units, submit sketches showing axle loads and spacing and a description of the intended method of setting slab units to the Engineer for approval . Do not use axle loads, spacing , and methods of setting which produce stresses in the slab units greater than the allowable stress. 400-18. 7 Protection of Precast Elements : The Contractor is responsible for the safety of precast elements during all stages of construction . The Engineer will reject any precast elements that become cracked, broken , seriously spalled, or structurally impaired. Remove rejected precast elements from the work at no expense to the Department. 400 -18.8 Form Material: Form material used to form hollow cores may be left in place. Ensure that the form material is neutral with respect to the generating of products harmful to the physical and structural properties of the concrete. The Contractor is responsible for any detrimental effects resulting from the presence of the form material within the precast element. 400 -19 Cleaning and Coating Concrete Surfaces. Water blast existing concrete surfaces as shown in the plans to be coated . Use water blast equipment producing a minimum working pressure of 2, 900 psi [20 Mpa] with a gauge at or near the nozzle to confirm the working pressure. After cleaning , apply a Class 5 Applied Finish Coating as directed in the plans . 400-20 Approach Slabs. Construct approach slabs at the bridge ends in accordance with the applicable requirements of Section 350 using Class II (Bridge Deck) concrete. Place the reinforcement as specified in 350-7 and Section 415. The approach slab may be opened to traffic, vehicular or construction equipment, 14 days after concrete placement or after the prescribed curing period has elapsed and the concrete has attained the required 28 day cylinder strength . 400-21 Classification of Cracks in Concrete Structures to be Sealed. Cracks are classified as structural and nonstructural . Do not seal or repair structural cracks without having a repair procedure approved in advance by the Engineer. Seal nonstructural r cracks in accordance with the criteria listed in Table I below. Structural cracks are those which are induced by external forces which produce internal stresses exceeding the tensile strength of the concrete , commonly referred to as working cracks , and those caused by overloads . r Nonstructural cracks are those which appear as a result of atmospheric effects and localized TECIINICIAL PROVISIONS TP- 41 N P:\EngineeringlCapital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions.rtf constraint effects , commonly called shrinkage cracks. In any case , the Engineer will determine ., the classification of cracks . Table I Criteria for Sealing Nonstructural Cracks During Construction Environment *4) Crack Width Location *2 Treatment (*3) * 1 ) Extremely Less than 0 . 006 inch ubstructure and Coat with penetrant A ressive 0 . 15 mm] Su erstructure sealer ., Greater than Substructure including Epoxy injection 0. 006 inch [0. 15 mm] and Superstructure less than less than 0 . 012 inch 18 feet [5 . 5 m] above [0. 30 mm] xisting ground or high ater elevation Superstructure including Coat with penetrant ubstructure more than 18 sealer eet [5 . 5 m] above existing round or high water elevation Greater than 0 . 012 inch Substructure and Epoxy injection 10 . 30 mm] and less than Superstructure 0 . 025 inch 10 . 60 mm Moderately Less than 0. 006 inch Substructure and No treatment A ressive 0. 15 mm Superstructure Greater than Substructure including Coat with penetrant 0 . 006 inch [0. 15 mm] and uperstructure less than sealer less than 0 . 012 inch 18 ft [5 . 5 m] above existing [0 . 30 mm] round or high water levation Superstructure including No treatment ubstructure more than 18 ■ [5 . 5 m] above existing round or high water I elevation ■ Greater than ubstructure and Coat with penetrant 0.012 inch [0. 30 mm] and Superstructure sealer less than • 0. 025 inch 0 . 60 mm Slightly Aggressive Less than 0 . 025 inch 11 locations No treatment 0. 60 mm ■ Notes: (*1 ) Cracks greater than 0.025 inch [0 .60 mm] require individual investigation . Report these cracks to the Engineer for initiation of an investigation .. (*2) When the substructure crack elevation is 18 feet 15 . 5 m] above the high water elevation or ground level , use the same method of treatment as the superstructure for that environment. (*3) (a) Perform epoxy injection of cracks in accordance with Section 411 . Apply penetrant sealers in accordance with Section 413. Select materials used for sealing and for epoxy injection from the Department' s Qualified Products List. (b) Use penetrant sealers to repair cracks that are compatible with previously applied ' materials . (c) Use sealers to repair riding surfaces that are designated for that purpose. (d) The Contractor may also repair riding surfaces of bridge decks with a methacrylate sealer for crack widths greater than 0 . 006 inch [0. 15 mm] in extremely aggressive ■ environments. (e) Clean for epoxy injection in compliance with Section 411 . Clean for penetrant sealer application in compliance with Section 413. TECHNICIAL PROVISIONS TP- 42 £:1Engineering\Capital Projec[s10209.4th Street Bridge Over Cooeh Ditch10209.4th Street Bridge Over Cooch 07-20-0610209 Technical Provisions.rtf on completion of to lot or unit sales within the Proj ect served by the system , or up rQ osed to construction of the system , whichever occurs first. For those systems which are p p co maintained by county or municipal entities , final open atioerati n of the system sd maintenance °accepted must be received by the District when maintenance and °Pappropriate final documents by the local governmental entity . Failure to submit the referenced in this Paragraph will result in the per remaining liable for carrying out eration of the permitted and op system completed in phase or independent portion of the permitted system must be comp hose of g , Each p ermitted plans and permit conditions prior to thtneiP bion or pe accordance with the pucture located Completed in permitted use of site hase or independent portonfraStr1n of the system must be comp onsibility the system . Each p Permitted plans and permit conditions prior to transfer of resp accordance with the p for operation and maintenance of that phase or portion of the system to local government or other responsible entitya independent permitted system , or completion of construction of the p completion and 10 . Within 30 days after comp ermittee shall submit a written stateeindividual as .. portion of the system, the p certification by a registered professional engineer or other appropriateor 40C-1 . 181 (14) authorized by fare utilizing As Built Certification Form 40C 1 .181 (i 3} ,. supplied with this permit. When the completed system differs substantially from the permitted plans, any substantial deviations shall be noted and explained om shall serve to for inspection. The statement -Of completionby and as-built drawings submitted to the District. Submittal of the comp notify the District that the system o is ready individual as authorized by law, or certification shall be based °n on-site observation construction s authorized purpose la registered professional engineer, or other appropriate ervision) or review of as-built drawinroved plans and under of his or her direct supervision) in compliance with app determining if the work was completed be the permitted drawings revisedet°°1f�efa ons must be specifications. As-built drawing All changes made during construction- Both iabeledi asl asabuilV or " record' drawing . .. shown. The plans must be clearly a registered surveyor. The clearly surveyed dimensions and elevations shall be verified by following information , at a minimum , shall be verified on the as-built gates, ow 1 . Dimensions and elevations of all discharge structures including Pumps , pipes, and oil and grease skimmers;all es, connections to control structures, and points of discharge to the 2. Locations , dimensions, and elevations of ail filter, exfiltration , or underdrain systems including deanouts, p'p receiving waters; a areas r relationships of the st°rage area and the Permanent 3 Dimensions, elevations, contours , or cross-sections of all treatments ora sufficient to determine state-storage elevation for normally wet systems, when pool depth and volume below the control appropriate; sections of the 4. Dimensions, directions andnconveyancle ofrunofft es , or rthe oss treatment system; stem to determine flow 5. Dimensions,d le convey cooffnt to runoff agrades ,dthe Bross- actions of all conveyance systems 6 . Existing water elevation (s) and the date determined; and Elevation and location o benchmark(s) for the survey . ° EXHIBIT A" CONDITIONS FOR ISSUANCE F PERMIT COUNUMBER 40-061 -96235-1 INDTY DATED FEBRUARY 227 2005 ecifications and performance deviation from the permitted activity and the ,. 1 . All activities shall be implemented as set forth in the plans , s criteria as approved by this permit. Any at activity shall constitute a violation of this permit. conditions for undertaking th nts, exhibitsi and 2. This permit or a copy thereof,t the wlork site ete hof the permitted all conditions, activity The complete permit ` modifications, shall be kept ,at shall be available contractor tot the w the compork site ui� laterperm t prior Dto commencement of the shall require the activity authorized by this permit. g, Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards . erosion and 4. Prior to and during construction , the permittee shall implement and maintain ail - sediment control lotions of (best ate water qualitytstandards. requiredAprctices must be Hto retain ent on-site and to prevent violations ; Management (Florida Department accordance with the guidelines and specifications in chapter 6 of the Florida Land project Development Manual: A Guide to sound tLarearrorA rated by ter reference,: unless a prof of Environmental Regulation i988) , roved as part of the permit, in which case specific erosion and sediment control plan is app uire the practices must be in accordance additional measures during any phase of const is ucftion or operation to specific prevent egrosion or - those those specified in the erosion and sediment control plan , the control sediment, beyond � permittee shall implement additional best management practices as necessary, in accordancewit land andfWater Man gement FloridalDepartmen of Eorida Land nvironmental pment Manual: A Guide ect any erosion or shoaling that causes adverse Regulation 1988) . The permittee shall corr impacts to the water resources . iiment control on 5 . Stabilization measures shall bt of thefOr erosion and se, site where construction activities have temporarily areasisturbed • as soon as practicable in portions or permanently ceased, but in no case more ceased.the construction activity in that portion of the site has temporarily or Permanently ty authorized this 6 . At least 48 hours rhe District Constru tion Comment of encement Notice Form No.r4oC-4.900(3)permitteet, the shall submitected completion date. indicating the actual start date and the exp 7 . When the duration of construction will exceed one year , the permittee shall submit construction status reports to the Disse fostrict rms shall beon an ubmittbasis eld during izing an June of eannual ch year. Report Form No. 40C-4.900 (4) . an entity which will require an 3 . For those systems which will be operated or maintained by other r easementor maintain the system ,sucher teasem easement or provide deed restriction, together with anyt entity with the authority ryo operats as are by final operation ora int Hance documen Management and Ston ge subsections WatersTmust be 7 . 1 . 4 of the App royal . Documents meeting the requirements set forth in submitted to the District for approvacants Handbook will be approved. Deed restrictions, these subsections of the App easements and other operation and maintenance documents which require recordation ary of State or the Clerk of the Circuit Court must be so recorded prior either with the Secret (f) Recoat cracks which reopen after the initial application of penetrant sealer with penetrant sealer. (*4) Investigate cracks which occur underwater prior to treatment. • Seal cracks determined by the Engineer to be excessive due to inadequate curing effort or inadequate construction practice at no expense to the Department. Seal all other cracks • occurring in concrete in accordance with the above and Sections 411 and 413 . When such work is authorized by the Engineer, the Department will pay for the work under the appropriate pay items contained in Sections 411 and 413 . ,. Prepare the surface , clean the surface, and apply the sealant in accordance with the sealant material manufacturer's recommendations . 400-22 Method of Measurement. • 400-22. 1 General : The quantities of concrete to be paid for will be the volume , in cubic yards [cubic meters] , of each of the various classes shown in the plans, in place , completed and accepted. The quantity of precast anchor beams to be paid for will be the number in place and • accepted. The quantity of bridge floor grooving to be paid for will be the area , in square yards [square meters] of bridge deck and approach slab, completed and accepted . Except for precast anchor beams , for any item of work constructed under this Section and for which measurement for payment is not to be made by the volume of concrete, measurement and payment for such work will be as specified in the Section under which the work is specified in detail . .. No separate payment will be made for obtaining the required concrete finish . 400-22.2 Calculation of Volume of Concrete: 400-22. 2. 1 Dimensions : The quantity will be computed by the plan dimensions of the concrete, within the neat lines shown in the plans , except that no deduction will be made for weep holes, floor drains , or encroachment of inlets and pipes in box culverts, and no chamfers, scorings, fillets, or radii 1 112 int [970 mm2] or less in cross-sectional area will be taken into account. • 400-22.2.2 Pay Quantity : The quantity to be paid for will be the original plan quantity , measured as provided in 400-22.2. 1 , except that where the plans call for an estimated quantity of miscellaneous concrete for contingent use, the contingent concrete will be measured as the actual quantity in place and accepted . 400-22.2.3 Items not Included in Measurement for Payment: No measurements or other allowances will be made for work or material for forms, falsework, cofferdams, pumping , bracing , expansion-]oint material, etc. The volume of all materials embedded in the concrete , such as structural steel, pile heads, etc. , except reinforcing steel , will be deducted when computing the volume of concrete to be paid for. For each foot [meter] of timber pile embedded , 0 .8 ft' [0 . 074 m3] of concrete will be deducted. The cost of furnishing and placing dowel bars shall be included in the Contract unit price for the concrete. 400-22.2.4 Deck Girders and Beam Spans : In computing the volume of concrete in deck girders and beam spans , the thickness of the slab will be taken as the nominal thickness shown on the drawings and the width will be taken as the horizontal distance measured across the roadway. The volume of haunches over beams will be included in the volume to be paid for. 400-22.2.5 Stay-in-Place Metal Forms : When using stay-in-place metal forms to form the slab of deck girder and beam spans, the volume of concrete will be computed in accordance with the provisions of 400-20. 2. 4 except that the thickness of the slab over the projected plan area of the stay-in-place metal forms will be taken as the thickness shown on the drawings above the top surface of the forms . The concrete required to fill the form flutes will not be included in the volume of concrete thus computed. 400-22. 3 Bridge Floor Grooving : The quantity to be paid for will be plan quantity in square yards [square meters] , computed , using the area bound by the gutter lines (at barrier rails , curbs and median dividers ) and the beginning and end of the bridge or the end of approach slabs , whichever is applicable , constructed , in place and accepted . • TECHI�TICIAL PROVISIONS TP- 43 FAEngineering\Capital ProjectA0209.41h Street Bridge Over Co ch Ditch%0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical v.,....e.,..... „a 400-22.4 Composite Neoprene Pads : The quantity to be paid for will be the original plan ► quantity, computed using the dimensions of the pads shown in the plans . 400-22. 5 Cleaning and Coating Concrete Surfaces : The quantity to be paid for will be the plan quantity in square feet [square meters] for the areas shown in the plans . ■, 400-23 Basis of Payment. 400-23. 1 Concrete: 400-23. 1 .1 General : Price and payment will be full compensation for each of the various classes of concrete shown in the proposal. 400-23. 1 .2 Concrete Placed below Plan Depth : Authorized concrete placed in seal or footings 5 feet 11 . 5 m] or less below the elevation of bottom of seal or footing as shown in the ■� plans will be paid for at the Contract price set forth in the proposal under the pay items for substructure concrete. Authorized concrete used in seal (or in the substructure where no seal is used) at a depth greater than 5 feet [1 . 5 m] below the bottom of seal or footing as shown in the plans will be paid for as Unforeseeable Work. Such payment will be full compensation for the cofferdam construction , for excavation , and for all other expenses caused by the lowering of the footings. 400-23.1 . 3 Seal Concrete Required but Not Shown in Plans : When seal concrete is required as provided in 400-8 and there is no seal concrete shown in the plans , it will be paid for as Unforeseeable Work. 400-23 .2 Precast Anchor Beams : Price and payment will be full compensation for the beams, including all reinforcing steel and materials necessary to complete the beams in place _ and accepted. No separate prices will be allowed for the various types of anchor beams. 400-23.3 Reinforcing Steel : Reinforcing steel will be measured and paid for as provided in Section 415 , except that no separate payment will be made for the fabric reinforcement used in concrete jackets on steel piles or reinforcement contained in barriers, traffic separators or parapets. Where so indicated in the plans, the Department will not separately pav for reinforcing steel used in incidental concrete work, but the cost of such reinforcement shall be included in. the Contract unit price for the concrete. 400-23.4 Bridge Floor Grooving : Price and payment will be full compensation for all grinding , grooving , equipment , labor, and material required to complete the work in an acceptable manner. 400-23.5 Composite Neoprene Pads : Price and payment will be full compensation for all work and materials required to complete installation of the pads . 400-23.6 Cleaning and Coating Concrete Surfaces : Price and payment will be full compensation for all work and materials required . The cost of coating new concrete will not be paid for separately, but will be included in the cost of the item to which it is applied . 400-23.7 General : The above prices and payments will be full compensation for all work specified in this Section , including all forms, falsework, joints , weep holes, drains , pipes , conduits , bearing pads , setting anchor bolts and dowels , surface finish , and cleaning up, as ■ shown in the plans or as directed . Where the plans call for water stops , include the cost of the water stops in the Contract unit price for the concrete. Unless payment is provided under a separate item in the proposal , the above prices and payments will also include all clearing and grubbing ; removal of existing structures; excavation , ■ as provided in Section 125 ; and expansion joint angles and bolts. The Department will not change the rate of payment for the various classes of concrete in which steel may be used due to the addition or reduction of reinforcing steel . ■ The Department will not make an allowance for cofferdams, pumping , bracing , or other materials or equipment not becoming a part of the finished structure. The Department will not pay for concrete placed outside the neat lines as shown in the plans . ■ TECHNICIAL PROVISIONS TP- 44 F Engineering\Capitai Projccts\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical PmUigi c rrf ST, JOHNS RIVER WATER MANAGEMENT DISTRICT Past Office Box 1429 + Palatka, Florida 32178-1429 DATE ISSUED; Febru_ a�105 + PROJECT NAME: 4th Stre tBrid e ReIacement do A PERMIT AUTHORIZING; best T Management System with stormwater tr ect to be constructed Construction °fa Surface r h St est Bridge Replacement, a 0.41 acre p ! management Practices fothe Disater trict on November 8 , 2004• as per plans received by + LOCATION; + Township(s): 32S Range(s) : 39E Section(s) : 15 Indian River County Indian River County + 1840 20th St Vero Beach , FL 32960 Management District and its any and all damages, claims, or liabilities, which may arise from, Permittee agrees to hold and save the St. Johns RiverWater, abili ies' s attached thereto , is by successors harmless from lication, including all plans and spec permit issuance. Said grt hereof . reference made a p rights not any rights or privileges other ' to permittee any Property lin with any law, regulation or This permit does . not convey p pe from comp Y 9 than those specified therein , nor relieve the p agencies, All structures and works installed requirement affecting the rights of other bodies ty of he permittee , by permittee hereunder shal! remain the property be revoked, modified or transferred at any time pursuant to the appropriate This permit may ter 373, Florida Statutes: provisions of Chap ,. PERMIT Is CONDITIONED UPON; 22 , 2005 , gmn. onwee r .��iU� s � attached " Exhibit A" , dated February Management District AUTHORIZED By; St, Johns River Water Department of Resource Management + . By : ervi°e enter JohnDu'i anna Palm Bay) + Thank you for your cooperation, and if this office can be of any further assistance to you , please do not hesitate to contact us. Sincerely, r Jo Ann Fuqua Service Center Data Mgt Supervisor .. Division of Permit Data Services Enclosures : Permit with As-built Certification Form ,. Notice of Rights list of Newspapers for Publication cc: District Permit File Agent: Kimley-Horn & Assoaates 601 21st Street, Suite 400 r Vero Beach, FL 32960 Consultant: Kimley-Horn & Associates 601 21st Street, Suite 400 Vero Beach, FL 32960 r r r r r r r r i + When using stay-in-place metal forms to form bridge floors, the forms, concrete required to fill the form flutes , attachments , supports, shoring , accessories , and all miscellaneous items or work required to install the forms shall be included in the Contract unit price of the + superstructure concrete . 400-23.8 Payment Items : Payment will be made under: Item No. 400- 1 Class I Concrete - per cubic yard. Item No. 400-4-2 Class IV Concrete Endwalls - per cubic yard . Item No. 400-91 Construction Dewatering — per lump sum SECTION 410 + PRECAST CONCRETE BOX CULVERT (See FDOT standard Specifications for Road and Bridge Construction 2004) 410-1 Description. Construct precast concrete box culverts. Submit details of special units , modifications, and required devices for approval to the Engineer prior to manufacturing. 410-2 Materials. + Meet the requirements of AASHTO M 259 [AASHTO M 259M] for installations with cover greater than 2 feet [0 . 6 m] and AASHTO M 273 [AASHTO M 273M] for installations with less than 2 feet [0. 6 m] of cover. The plans will note the appropriate table for the AASHTO specification to be used . Design the precast box culvert section for the same live load , hydraulic + opening , fill height, and reinforcing steel cover as the plan details using the section dimensions shown in the appropriate tables in the AASHTO specifications . Alternatively, in lieu of a redesign , design the precast box culvert section identical to plan details including reinforcing steel quantity, grade and cover, concrete class , and slab and wall thicknesses . Ensure that a Specialty Engineer performs any redesign of the box culvert and signs and seals the plans . When used with headwalls and other special features , provide special precast end sections having exposed reinforcement for tying headwall reinforcing steel . T he Engineer will not allow field cutting of the sections for the purpose of exposing reinforcement. 410 -3 Trench, Foundation , Laying, and Backfill . For the methods of construction of trench and foundation , and for laying and backfilling , meet the requirements specified in Section 430 , and the following : Lay all precast box culvert sections on a dry, unyielding foundation . Provide dewatering ' devices capable of maintaining a stable as well as surface dry trench bottom . Provide bedding that consists of a minimum 6 inch [150 mm] depth of coarse concrete sand or other suitable granular material placed below the culvert to a minimum width of 12 inches [300 mm] outside ' the exterior walls of the culvert. Set grade forms 12 inches [300 mm] outside each exterior wall of the box culvert. Uniformly compact this material as required in 120-9. 3 , and then grade off using the forms. Set the grade forms approximately 1 /8 to 1 /4 inch [3 to 6 mm] above the 0 theoretical grade line to allow for soil compression . Adjust this distance to yield the proper grade, but do not use in lieu of the proper compaction of the granular bedding material . Remove the forms after placing the precast box culvert section . When required by the plans , provide ■ other special bedding . Obtain the Engineer's approval of the method of controlling line and grade during culvert installation . Use a method that allows rapid checking of the previously laid sections . Maintain line and grade on sections previously set . The Engineer will consider sections which do not retain the plan line (within 0. 10 foot [30 mm]) or grade (within 0. 10 foot [30 mm]) during laying of subsequent sections as not having been laid to line and grade. Take up and relay sections not to line and grade without additional compensation . Begin backfilling only after the Engineer determines that the culvert sections are to line and grade and will not be TECIE\ ICIAL PROVISIONS TP- 45 FAEngineering\Capital Projects\0209.4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Conch 07-20-060209 Technical affected by subsequent laying procedures. Seal holes provided for lifting or joint restraint by .. plugging using a non-shrinking mortar in accordance with 450-11 . 2, and properly cure to ensure a sound and watertight plug . r 410-4 Joints. Make field joints for precast concrete box culvert sections with a butyl rubber based preformed plastic gasket material or as detailed in the plans . For culverts to be laid with joints made from preformed plastic gasket material, meet the requirements outlined in 430-7 . 3 , and the following : Furnish to the Engineer a written recommendation of the size (cross-sectional area) of — gasket material which will create a watertight seal . Ensure that this amount is the minimum quantity of gasket material used. In addition , completely wrap the outside of each joint with either a woven or non-woven filter fabric. Use fabric having a minimum width of 2 feet [0. 6 m] and secure the fabric tightly against the box culvert section with metal strapping . The Contractor may use other methods which , in the opinion of the Engineer, would hold the fabric securely against the wall of the culvert until the Contractor places and compacts the backfill . When specified in the plans , secure the joint by a suitable device capable of holding the sections to line and grade as well as fully home. Remove these devices after placing and compacting sufficient backfill to secure the sections . Construct headwalls and other special features in place , leaving a sufficient length of steel exposed for connection to endwalls or cast-in-place sections. 410-5 Method of Measurement The quantity to be paid for will be the length , in feet [meters] , installed in place, completed and accepted , measured along the centerline of the structure , from end to end with proper deduction in length for cast-in-place headwalls or other cast-in-place sections. As an exception to the deduction in length requirement, short cast-in-place sections which are used in lieu of standard field joints as specified in 410-4 will not be deducted . Measurement for multiple barrel precast box culvert installations will be the total of measurements along each barrel . 410-6 Basis of Payment. • Price and payment will be full compensation for all work specified in this Section , including the cost of the special bedding material and its placement, graded forms, sealing hoses , preformed plastic gasket material, filter fabric material, attachment of the filter fabric, and restraining devices when required . The price will also include all excavation except the volume included in the items for the grading work specified for separate payment in Section 125 . Cast-in-place transitions and headwalls will be paid for under the pay items for concrete (culverts) and reinforcing steel (roadway) . As an exception to the above , when precast construction of a concrete box culvert is substituted for cast-in-place construction, payment will be made for concrete and steel at the ■ Contract unit prices. Prices and payments will be full compensation for all work specified herein. The quantities to be paid for will be those quantities which would be paid for if cast-in-place construction was utilized. Payment will be made under: Item No . 410- 70-128 Precast Concrete Box Culvert — ( 12' x 8') per linear foot. SECTION 415 TECHNICIAL PROVISIONS , TP- 46 F AEngincering\Capital Projects\02094th Street Bridge Over Conch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical t P.nvicinne rtf St . Johns.River • Water Management District Kirby e. Green III, Exacutive 0trector r David W. Rsk, Assistant Executive oGector + 4049 Reid Sireet • R0. Box 1429 • Palatka, FL 321781429 • (386) 329-4500 On the Internet at www.sjnvmd.corn. ,. February 22, 2005 Indian River County 1840 20th St Vero Beach , FL 32960 + SUBJECT: Permit Number 40-061 -96235-1 4th Street Bridge Replacement Dear Sir/Madam: + Enclosed is your standard pemit as authorized by the staff of the St. Johns River Water Management District on February 22, 2005 . This permit is a legal document and should be kept with your other important documents . The attached MSSW/Stormwater As-Built Certification Form should be filled in oudvreturned enable ushto e .. Palatka office within thirty days after the work is completed. By so doing , y to schedule a prompt inspection of the permitted activity. ,r In addition to the MSSW/Stormwater As-Built Certification Form , your permit also contains conditions which require submittal of additional information. All information submitted as compliance to permit conditions must be submitted to the Palatka office address. + Permit issuance does not relieve you from the responsibility of obtaining permits from any federal, state and/or local agencies asserting concurrent jurisdiction for this work. Please be advised that the District has not published a notice in the newspaper advising the . public that it is issuing a permit for this proposed project. Publication, using the District farm , notifies members of the public (third parties) of their rights to challenge the . issuance of the +r standard pemit. if proper notice is given by publication, third parties have a 21 -day time limit on the time they have to file a petition .opposing the issuance of the permit. If you do not publish , a party's right to challenge the issuance of the standard pemit extends for an indefinite period of + time . If you wish to have certainty that the period for filing such a challenge is closed, then you may publish , at your own expense , such a notice in a newspaper of general circulation. A copy of the form of the notice and a list of newspapers of general circulation is attached for your use . + In the event you sell your property, the permit will be transferred to the new owner, if we are notified by you within thirty days of the sale and if you provide the information required by 40C- + 1 .612 , F.A. C. Please assist us in this matter so as to maintain a valid permit for the new property owner. O�i + r . l �I FEB 3 5 , OOv ERNINO BOARD Ornetrias D. Long, QW PMAN David G. Graham, NCE CHAIRMAN P. Clay Albright, ascRwm Duane ottenstroer, rREAsuRFA + OCAy JACKSCNNu-E . APORWI JAO��v� Susan N. Hughes 1MIGam Kerr .Mn T. Moore ear Applicant: Date JADE 0 5 . 2005 Your application for a Department of the Army (DA) permit has been. assigned number:3 �LzcTx m. a.9 is proposed work is identified in our database as 61 A review of the information and drawings provided shows that your project is authorized by Nationwide Permit (NWP) imberM. This NWP verification is valid until N2rr4, 14 . aC,�D7 . or as otherwise noted at ftp:!(www.saj.usace.army.milipermittpermitting(nwpfnw_nca(NW-Tabie.htmi. The intemet address shown is case sensitive nd must be entered exactly as shown. • In order to comply with the terms atf conditions of the NWP authorization you are required to access the noted web page z view the conditions associated with the use of this verification , The Self-Certt ication process identified in the General :onditions must be accomplished to maintain compliance with the issued verification. If you are unable to access the Internet ,. its provided, you must notify the assigned project manager; mu ai A by telephone at. 3D3 -=;-)Lb - -;y7ry1 V I 3 obtain a copy of any conditions, limitations, or expiration date information for the authorization provided by this orrespondence. • A separate DA permit is not required providing the work is done in accordance with the drawings and information as Irovided in your request, received by the U.S. Army Corps of Engineers an N,,vy , a ,wand the terms and :ondltions listed at the website address identified above. If you do not complete construction of your project within the appropriate time limit, a separate application or re-verification will be required . elY' • ohn R. Hail hief, Regulatory Division • NOTE: In Florida, proja as qualirying for this NWP must be authorized under Part IV of Chapter 373 by the Department of Environmental Protection, a water management district under a. 373.069, F.S., or a local govemmentwith delegated authority under s. 373.441 , F.S., and receive water Quality Certification. (WCYC)fdnd ✓roOSW Zone Cbn WericY g4ncurierjce (CZCC) QMaW theh t at; "Pas any authorizations required for the use of sovereignty submerged • lands th'of 'must be 'obtained as pirt of the associAAted NIdC aFF zdd. , Edition Oats 1 August 2002 II it41 &It 1 te4fl flCAI IPt1.4111 L411 /F141N t/A{111 fif11t114ti'l A [ . n.�.{-f T : e f1 I 1�/6 ff 1 R tF. 'f f1 f( P • • U)-( . - s £ d st,uraaaw wca� ��raav �. � VOINO99 '3T11ANOsmavr • cf 'J' N SM33NI3 :10 ScOWD -WIitlSIC 3TMMOSMO �1 .CWZRl3H13O iN3W12iVd34 - �� n t� r� • '■ REINFORCING STEEL (See FDOT standard Specifications for Road and Bridge Construction 2004) r. 415.1 Description. Furnish and place in concrete masonry reinforcing steel of the quality , type, size , and quantity designated. 415-2 Materials. Meet the following requirements : Bar Reinforcement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 931 - 1 . 1 Fabric Reinforcement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 931 -1 .2 ,. 415-3 Protection of Material.. Store steel reinforcement above the surface of the ground , upon platforms , skids , or other supports, and protect it as far as practicable from mechanical injury and surface deterioration ■, caused by exposure to conditions producing rust. When placing steel reinforcement in the work, ensure that the steel reinforcement is free from loose rust, scale , dirt, paint, oil , and other foreign material . 415-4 Bending, Splicing , and Cutting. Fabricate reinforcing bars as prescribed in the CRSI Manual of Standard Practice. Bend the reinforcement cold to the shapes indicated in the plans . Perform bending in the shop before �■ shipment, and not in the field unless shown otherwise in the Contract Documents. Do not hot bend or straighten, weld , or thermal cut reinforcing steel unless otherwise specified in the Contract Documents . 415-5 Placing and Fastening.. 415-5. 1 Bar Spacing - General : Except as otherwise specified herein , ensure that each bar is within 1 inch [25 mm] of the plan position . 415-5.2 Mortar Blocks for Spacing : Use precast mortar blocks to space and support the reinforcing steel . Use blocks composed of one part of cement to two parts of concrete sand that have wires cast into them for fastening to the steel . Moist-cure the blocks for at least three days. 415-5. 3 Wire for Tying : For tying reinforcing steel , use soft pliable wire, that readily bends and twists without breaking and that provides a tie of sufficient strength to hold the reinforcing steel in its proper position. 415-5.4 Splices : Where splices are authorized , rigidly clamp the bars or tie them in a manner meeting the Engineer's approval . Use the splice length as shown on the plans. The Contractor may submit additional splices the Specialty Engineer recommends for approval prior to use. Do not use welded splices except as specifically authorized by the Engineer and , when authorized , meet the requirements of AWS D 1 .4 "Structural Welding Code - Reinforcing Steel" . Use mechanical couplers or splice devices which develop at least 125% of the specified yield strength of the bar being spliced and are fisted on the Departments Qualified Products List . 415-5.5 Footings : 415-5 . 5. 1 Supports : In general , support the footing mat steel with mortar blocks having dimensions not greater than 4 by 4 inches [100 by 100 mm] by plan clearance. Fasten mortar blocks to the steel using the cast-in wires. The Engineer may approve other proposed means of support. • 415-5 .5.2 Tolerances : Place footing mat steel within 1I2 inch [ 13 mm] vertically from the plan bottom clearance and within 1 inch [25 mm] from the plan side clearance. 415-5. 5.3 Tying : Tie footing mat steel with a double-strand single tie at all intersections ■ on the periphery and at alternate intersections within the mat. 415-5. 6 Dowel Bars for Columns and Wails : 415-5.6. 1 Supports and Positioning : Position dowel bars projecting into columns and walls so as to allow splicing of the column bars or vertical wall bars to the dowels and to tie the TECHNICIAL PROVISIONS TP- 47 FAEngineering\Capita! ProjecuM094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07.20-06\0209 Technical dowel bars in their plan position . Support the dowel bars by a rigid template constructed across ., the top of the footing , and attach them to the template in such manner that placing the concrete does not disturb their position . Set the supports prior to the pouring of the concrete in the footings , and do not push dowel bars into the wet concrete after placing the footing concrete . 415-5. 6.2 Tolerances : Place the dowels within 112 inch [ 13 mm] of their plan position and with a side clearance tolerance not exceeding 1 /4 inch [6 mm] . 415-5 .7 Verticals and Hoops for Columns : r 415-5 .7. 1 Spacing-off from Side Forms: Space-off column steel from the side forms by mortar blocks of dimensions not exceeding 2 by 2 inches [50 by 50 mm] by clearance dimension . Securely fasten each block to the reinforcing . 415-5 .7.2 Tolerances and Clearance : (a) Column Verticals : Place column verticals within 112 inch [13 mm] of their plan position . Ensure that the side form clearance is within 114 inch [6 mm] of the specified _ clearance . (b) Column Hoops: Place every hoop within 1 inch 125 mm] of the plan position for the specific hoop, with no accumulation of such tolerance caused by the spacing between any i two hoops . Ensure that side form clearance for any hoop is within 112 inch [13 mm] of its specified clearance . 415-5.7.3 Tying : Tie the column hoops to the column verticals at each intersection , by a cross tie or "figure 8" tie. 415-5.8 Wall Steel (Not Including Dowel Bars) : 415-5.8. 1 Supports : Space-off wall steel from the side forms by mortar blocks of dimensions not greater than 2 by 2 inches [50 by 50 mm] by clearance dimensions. Fix the spacing between wall mats by means satisfactory to the Engineer. 415-5.8 . 2 Tolerance: Except where it is necessary in order to clear a fixture , place each bar within 1 inch [25 mm] of its specified position . In any case , ensure that the number of bars in any affected unit is as specified, and place the remainder of the bars (not thus affected) within the specified 1 inch [25 mm] tolerance. 415-5.8.3 Tying : Tie wall steel with a cross tie or "figure 8" tie. On the periphery, tie the steel at each intersection . Within the mat, tie the steel at every third intersection , except that where the wall is of such size that it is necessary that workmen use the reinforcing as a ladder, the Engineer may require tying at every other intersection , or at every intersection, as he deems . necessary. 415-5.9 Beams and Caps: 415-5.9 .1 Supports: Maintain bottom clearances by approved heavy beam bolsters. Support additional layers of main longitudinal steel from the lower layers by heavy upper-beam ■ bolsters, placed directly over low supports. Begin the spacing of beam bolsters at not more than 2 feet [0 .6 m] from the end of the beams or caps and space the additionally required bolsters at not more than 4 feet 11 .2 m] . ■ Use mortar blocks , having dimensions not greater than 2 by 2 inches 150 by 50 mm] by specified clearance , fastened to the steel by the cast-in wires , for spacing the upper main longitudinal steel below the top bars. Maintain the side clearance by mortar blocks, having dimensions not greater than 2 by 2 inches [50 by 50 mm] by required clearance, fastened to the reinforcing steel by the cast-in wires . 415-5. 9.2 Tolerances: Place the main longitudinal steel so as to provide a bottom and top clearance within 114 inch [6 mm] of the plan vertical dimensions for all layers . Space the steel from side forms within 1 /2 inch [13 mm] of the specified spacing . Space and tie the stirrups within 1 inch [25 mm] of the plan position for each individual stirrup , and do not allow the tolerance to accumulate . 415-5 . 9 . 3 Tying: Tie all intersecting bars with a double-strand single tie. 415-5. 10 Deck Slabs : 415-5. 10. 1 Supports: (a) Bottom Mats : In general , support the bottom mats of steel by one row of slab bolsters placed 6 inches [150 mm] from the edge of the slab and by two rows down each panel TECHNICIAL PROVISIONS TP- 48 R\Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Teclwical r Pmvisions.rtf _ APPENDIX A PERMITS 11TH STREET SW w " w s w a w i i w i i I r r i 1 1 1 l / 1 r r i i r 1 1 / r + between beams . Do not allow the spacing between rows to exceed 4 feet [1 . 2 m], measured center to center. As an exception , when deemed satisfactory by the Engineer, the Contractor may use + mortar blocks in lieu of slab bolsters . Use blocks 2 by 2 inches [50 by 50 mm] by clearance dimensions . Space mortar blocks 4 feet [ 1 . 2 m] on center as a maximum . If at any time, however, the Engineer judges that the mortar blocks do not provide the proper support , he may .. require using slab bolsters. (b) Top Mats : Support the top mats of steel by either continuous high chairs or individual high chairs . Support continuous high chairs along both sides of each beam and ,. approximately 6 inches [ 150 mm] back from the edge of the beam . Place the outside row of high chairs 6 inches [150 mm] from the edge of the slab . If using individual high chairs, space them transversely , as specified for the continuous high chair, and do not allow the longitudinal spacing to be greater than 4 feet [1 . 2 m]. As an alternate to the above , on prestress beam construction , the Contractor may support the top mat of steel on the shear connectors bent to the proper elevation with one line of high chairs centered between the beams . + (c) Truss Bars : Support truss bars at each end of the top bends by continuous high chairs or by individual high chairs spaced longitudinally at not more than 4 feet [ 1 . 2 m] . 415-5 . 10 .2 Tolerances : Ensure that top and bottom clearances are within 1 /4 inch [6 mm] from those shown on the plans. Ensure that end and bottom clearances are within 1 /4 inch [6 mm] from those shown on the plans . + Ensure that end and edge clearances are within 1 /4 inch [6 mm] of the clearance specified . Place curb bars within 1 /4 inch [6 mm] in any direction of the plan position . 415-5.10. 3 Tying : Tie all steel in each layer with a double-strand single tie at every intersection on the periphery and at every third intersection in the interior area. If encountering difficulty in maintaining the reinforcing steel in position during the placing of concrete, tie additional intersections as necessary to hold the reinforcing steel secure . 415-5.11 Box Culverts : 415-5 . 11 . 1 Supports: (a) Bottom Slabs : In the bottom slabs of box culverts , provide supports for single-mat steel and for bottom-mat steel , including placement and spacing, as specified for footing mat steel in 415-5. 5. In addition, where the plans call for more than one mat of steel in the bottom slab of the culvert, support the top mat away from the bottom mat, either by upper beam bolsters or by other means satisfactory to the Engineer. (b) Walls : Place , space and support the steel in walls of box culverts in accordance with the requirements of 415-5 . 8. (c) Top Slabs: In the top slabs of box culverts, support the bottom mats of steel by a row of slab bolsters 12 inches [300 mm] from the inside face of the walls and with additional rows of bolsters at spacings not exceeding 4 feet [1 . 2 m], center to center. As an exception, 0 unless the Engineer deems the use of the slab bolsters as necessary to obtain proper support , the Contractor may use mortar blocks as the supporting device . Use blocks of dimensions not greater than 2 by 2 inches [50 by 50 mm] by the required clearance , with spacings not exceeding 4 feet [1 .2 m] in any direction. Fasten blocks to the reinforcing steel by the cast-in wires. (d) Truss Bars: Support truss bars as specified in 415-5 . 10 . 1 (c) . 415-5. 11 .2 Tolerances : Use tolerances in placing the steel in box culvert slabs as specified for deck slabs in 415-5 . 10. 2 . Use tolerances for placing steel in walls as specified in 415-5 . 8 . 2. • 415-5. 11 .3 Tying : Tie steel in box culverts as specified for deck slabs in 415-5 . 10 . 3 . 415-5.12 Cleaning : Before placing any concrete , clean all mortar from the reinforcement. • TECHNICIAL PROVISIONS TP- 49 r FAEnginecring\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Tcchnical 415-5. 13 Metal Chairs and Bolsters : 415-5. 13. 1 General : Provide reinforcing steel bar supports manufactured in accordance with all requirements of the CRSI Manual of Standard Practice. Use chairs and bolsters of adequate strength to withstand a 300 pound [ 1 . 3 kN] concentrated load without permanent deformation or breakage, with the deformation under a 300 pound [1 . 3 kN] load being less than 5% of the support height. Ensure that no more than 5% of the reinforcing steel bar supports exhibit unsatisfactory performance, breakage, or permanent deformation during rebar tying and/or concrete placement operations . If a bar support does not achieve this level of performance, reduce the average spacing between bar supports by 15 % , or remove that product from use on the job. Ensure that bar supports, both chair and bolster, do not move during concrete placing operations . To prevent movement, tie supports to the reinforcing steel . When using bar supports on corrugated metal stay-in-place forms, use supports specifically designed for the form being used. 415-5. 13.2 Metal Chairs and Bolsters : For metal bar supports in contact with steel stay-in-place forms and metal bar supports in contact with boundary surfaces of concrete to be cast , provide supports constructed with molded plastic legs or plastic protected steel legs . Do not allow any portion of the bar support other than the molded plastic leg or plastic protected portion of the steel leg to be closer than 1 /2 inch [13 mm] from the boundary surface of concrete ., to be cast. Certify that all metal bar supports meet the following requirements: (1 ) That they are manufactured from cold drawn steel wire in accordance with the wire sizes and geometrical dimensions shown in the CRSI Manual of Standard Practice, Chapter 3, Table It . (2) That the plastic used for protection of the steel legs has a thickness of 3/32 inch [2. 5 mm] or greater at points of contact with the form work. Provide plastic protection by a dipping operation , by adding premolded plastic tips to the legs of the support or by molding plastic to the top wire of the support. Ensure that the . plastic material used for protection of steel legs does not chip , crack, deform , or peel under ordinary job conditions . Provide molded plastic legs that have sufficient strength to carry the weight of the supported reinforcing steel in its required position without deformation and ■ relaxation underjob conditions . 415-5.13.3 Recycled Plastic Chairs and Bolsters: In addition to the physical properties specified in Section 972 , mold plastic rebar supports in a configuration which does not restrict concrete flow and consolidation around and under the rebar support. ■ Do not use continuous legs or rails on surfaces of concrete . Meet the requirements of Section 972 for all recycled plastic products . Due to the wide range of applications and heights , ensure that the manufacturer U additionally certifies that he has examined the particular application and that his product is recommended for that stated use for that specific project. Provide each individual bar support with an identification number unique to the particular model permanently marked on the surface as included in the Qualified Products List. The Contractor may use a patent number or manufacturer' s model number as the identification number. ■ 415-6 Welded Deformed Steel Wire Fabric Reinforcement. 415-6.1 General : The Contractor may substitute welded deformed steel wire fabric reinforcement for deformed bar reinforcement when approved on shop drawings. Propose ■ substitutions of welded deformed steel wire fabric in a manner that provides a cross-sectional area per foot [meter] of welded deformed steel wire fabric equal to that provided on the plans for deformed bar reinforcement. Orient the deformed wires of welded deformed steel wire fabric reinforcement in the same position as bar reinforcement detailed in the plans . The Contractor may use smooth or deformed cross wires of welded deformed steel wire reinforcement. Use a cross wire size that is a minimum of 35% or more of the area of the deformed wire . TECHNICIAL PROVISIONS TP- 50 R Engincering\Capital Projecis\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Pmvicinns.rtf r Notice Of Rights Certificate of Service i HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U . S . Mail to : Board of County Commissioners 1840 25th Street Vero Beach , FL 32960 At 4 : 00 p . m , this 31st day of August, 2005. man�T°e� r, r Division of Permit Data Services r Gloria Lewis , Director St. Johns River Water Management District Post Office Box 1429 Palatka, FL 32178- 1429 (386) 329-4152 Permit Number 42-061 -100748-1 r r r r Notice Of Rights 8. An applicant with a legal or equitable interest in real property who believes that a District permitting action is unreasonable or will unfairly burden the use of his property , has the right to , within 30 days of receipt of notice of the District' s written decision regarding a permit application , apply for a special master proceeding under Section 70 . 51 , Florida Statutes , by filing a written request for relief at the office of the District Clerk located at District headquarters, P . O . Box 1429, Palatka , FL 32178- 1429 (4049 Reid St. , Palatka , Florida 32177) . A request for relief must contain the information listed in Subsection 70. 51 (6) , Florida Statutes. 9. A timely filed request for relief under Section 70 . 51 , Florida Statutes , tolls the time to request an administrative hearing under paragraph no . 1 or 2 above (Paragraph 70. 51 (10) (b) , Florida Statutes) . However, the filing of a request for an administrative hearing under paragraph no . 1 or 2 above waives the right to a special master proceeding (Subsection 70 . 51 (10) (b) , Florida Statutes) . 10. Failure to file a request for relief within the requisite time frame shall constitute a waiver of the right to a special master proceeding (Subsection 70. 51 (3) , Florida Statutes) . 11 . Any substantially affected person who claims that final action of the District constitutes an unconstitutional taking of property without just compensation may seek review of the action in circuit court pursuant to Section 373.617 , Florida Statutes, and the Florida Rules of Civil Procedures, by filing an action in circuit court within 90 days of the rendering of the final District action , (Section 373.617 , Florida Statutes) . 12 . Pursuant to Section 120.66 , Florida Statutes , a person who is adversely affected by final District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to the Florida Rules of Appellate Procedure within 30 days of the rendering of the final District action . 13. A party to the proceeding before the District who claims that a District order is inconsistent with the provisions and purposes of Chapter 373, Florida Statutes , may seek review of the order pursuant to Section 373 . 114, Florida Statutes, by the Florida Land and Water Adjudicatory Commission, by filing a request for review with the Commission and serving a copy on the Department of Environmental Protection and any person named in the order within 20 days of adoption of a rule or the rendering of the ■ District order. 14 . For appeals to the District Court of Appeal, a District action is considered rendered after ■ it is signed on behalf of the District, and is filed by the District Clerk. 15 . Failure to observe the relevant time frames for filing a petition for judicial review described in paragraphs #11 and #12, or for Commission review as described in paragraph #13 , will result in waiver of that right to review. do Provide welded steel wire fabric reinforcement as shown in the plans . 415-6.2 Design : When welded deformed steel wire fabric reinforcement is substituted for deformed bar reinforcement, ensure that the development length , splices , shear reinforcement, and distribution meet the requirements of the AASHTO Standard Specifications for Highway Bridges . 415-7 Method of Measurement 415-7. 1 General : The quantity to be paid for will be the computed weight, in pounds [kilograms] , of reinforcing steel entering into the completed structure or item of work and ,. accepted. The quantity will not include the reinforcing steel in any item of work for which the basis of payment includes the steel reinforcement. No separate payment will be made for reinforcing steel in pipe endwalls . No deduction will be made from reinforcing steel quantities for encroachment of inlets and pipes in box culverts. The lengths to be used in the calculation will be the detailed lengths of bars as shown in the plans . The quantity to be paid for will be the original plan quantity, determined as provided above . 415-7.2 Unit Weights of Bars: The unit weights used will be CRSI Standard Reinforcing Steel Bar Weights . 415-7.3 Fabric Reinforcement: Where fabric reinforcement is to be paid for by weight, the quantity to be paid for will be the product of the area, in square feet [square meters], of the fabric actually incorporated in the structure and accepted , by the manufacturer' s standard weight per square foot [square meter]. When welded deformed steel wire fabric reinforcement is substituted for deformed bar r reinforcement, the quantity to be paid for will be the quantity which would be paid for if bar reinforcement as detailed in the plans were utilized , based on plan quantity . _ 415-8 Basis of Payment. Price and payment will be full compensation for all work specified in this Section , including all welding , all clips , spacers, ties , mechanical couplers , etc. , and wire or other material used for fastening the reinforcement in place. In case short bars are permitted for use when full length bars might reasonably be required, the weight paid for will be only that which would be obtained if full length bars were used , with no allowance for lap . Payment will be made under: Item No. 415- 1 - 1 - Reinforcing Steel (Roadway) - per pound . SECTION 425 INLETS , MANHOLES AND JUNCTION BOXES A. CURB INLET P5 AND P6 : Structure bottoms shall be constructed as per FDOT Index 200 . Inlet tops shall be constructed as per FDOT Index 211 . B. Payment shall be made under: Item No . 425- 1 -521 — Inlet (Ditch Bottom Type C) (< 10') — Per Each r C . Cost of flumes to be included in the cost of curb and gutter, unless otherwise noted . ■ TECHNICIAL PROVISIONS TP- 51 F:lEngineering\Capital Projects10209-4th Street Bridge Over Cooch Di[ch10209-4th Street Bridge Over Cooch 07-20-0610209 Technical r SECTION 430 r PIPE CULVERTS AND STORM SEWERS r A. CONCRETE PIPE CULVERT (CLASS 111) 15" RCP : The concrete pipe culvert, Class III , shall be constructed in accordance with ASTM Designation C-76 , Class III , Wall B . Any select bedding needed to stabilize pipe to be #57 or #4 rock. Select bedding will be r included in the cost of the pipe. Minimum bedding depth to be 18" and minimum width to be diameter of pipe. Cost of removal of unsuitable material beneath 18" bedding shall be paid for as subsoil excavation item no . 120-4. r 430-8 Specific Requirements for Corrugated Metal Pipe. 430-8 .1 Field Joints : r 430-8.1 .1 General : Make a field joint with locking bands , as specified in Article 9 of AASHTO M 36 and AASHTO M 196M for aluminum pipe . For aluminum pipe , fabricate bands from the same alloy as the culvert sheeting . r When existing pipe to be extended is helically fabricated , make a field joint between the existing pipe and the new pipe using one of the following methods : ( 1 ) Cut the new pipe to remove one of the re-rolled annular end sections required in Sections 943 or 945 , or fabricate the pipe so that the re-rolled annular section is fabricated only on one end . Use either a spiral (helical) band with a gasket or a flat band with gaskets as required by 430-8. 1 . 2 (2) to join the pipe sections . (2) The Contractor may construct a concrete jacket as shown on the Design ., Standards , Index No. 280, provided that the minimum cover required by the Design Standards, Index No . 205 can be obtained . 430-8 .1 . 2 Side Drain , Cross Drain, Stone Sewer, and Gutter Drains : Where corrugated metal pipe is used as side drain , cross drain , storm sewer, or gutter drain , use a rubber or neoprene gasket of a design shown to provide a joint as specified in 430-4. Use a gasket of one of the following dimensions: (1 ) For annular joints with 112 inch [13 mm] depth corrugation: either a single gasket a minimum of 7 inches by 3/8 inch [175 by 9 . 5 mm] or two gaskets a minimum of 3 1 /2 inches by 3/8 inch [90 by 9 . 5 mm]; and for annular joints with 1 inch [25 mm] depth corrugations : . either a single gasket a minimum of 7 inches by 7/8 inch [175 by 25 mm] or two gaskets a minimum of 3 1 /2 inches by 7/8 inch [90 by 25 mm] . (2) For helical joints with 112 inch [ 13 mm] depth corrugation: either a single gasket a minimum of 5 inches by 1 inch [125 by 25 mm] or two gaskets a minimum of 3 1 /2 ■ inches by 1 inch [90 by 25 mm]; and for helical joints with 1 inch [25 mm] depth corrugations : either a single gasket a minimum of 5 inches by 1 1 /2 inches 1125 by 40 mm] or two gaskets a minimum of 3 112 inches by 1 1 /2 inches [90 by 40 mm] . • (3) Such other gasket designs as may be approved by the Engineer. If, in lieu of a single gasket spanning the joint, two gaskets are used , place these individual gaskets approximately 2 inches 150 mm] from each pipe end at the joint. When two • gaskets are used , seal the overlapping area on the coupling band between the gaskets consistent with the joint performance specified. The Contractor may tuck a strip of preformed gasket material over the bottom lip of the band for this purpose. Use coupling bands that • provide a minimum circumferential overlap of 3 inches [75 mm] . As the end connections on the coupling band are tightened , ensure that there is no local bending of the band or the connection . Use precurved coupling bands on pipe diameters of 24 inches [600 mm] or less . • Use flat gaskets meeting the requirements of ASTM D 1056 , designation 2C2 or 263 . In placing flat gaskets on pipe prior to placing the coupling band , do not stretch the gasket more than 15% of its original circumference. Use circular gaskets meeting the requirements of ASTM C 361 [ASTM C 361M]. Do not stretch the circular gasket more than 20% of its original ■ TECHNICIAL PROVISIONS TP- 52 FAFrigineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Notice Of Rights ' 1 . A person whose substantial interests are or may be determined has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District) , or may choose to pursue mediation as an alternative remedy under Sections 120 . 569 and 120 . 573 , Florida Statutes, before the deadline for filing a petition . Choosing mediation will not adversely affect the rights to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth in Sections120.569 and 120. 57 , Florida Statutes , and Rules 28- 106 . 111 and 28- 106.401 -.405, Florida Administrative Code. Pursuant to Chapter 28-106 and Rule 40C- 1 . 1007 , Florida Administrative Code, the petition must be filed at the office of the District Clerk at District Headquarters , P . O . Box 1429 , Palatka , Florida 32178-1429 (4049 Reid St. , Palatka, FL 32177) within twenty-six (26) days of the District depositing notice of District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21 ) days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail actual notice) . A petition must comply with Chapter 28- 106 , Florida Administrative Code. 2. If the Governing Board takes action which substantially differs from the notice of District decision , a person whose substantial interests are or may be determined has the right to request an administrative hearing or may choose to pursue mediation as an alternative remedy as described above. Pursuant to District Rule 40C-1 . 1007 , Florida Administrative Code , the petition must be filed at the office of the District Clerk at the address described above, within twenty-six (26) days of the District depositing notice of final District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21 ) days of newspaper publication of the notice of its final agency action (for those persons to whom the District does not mail actual notice) . Such a petition must comply with Rule Chapter 28-106 , Florida Administrative Code. 3 . A substantially interested person has the right to a formal administrative hearing 0 pursuant to Section 120 . 569 and 120 . 57(1 ), Florida Statutes, where there is a dispute between the District and the party regarding an issue of material fact. A petition for formal must comply with the requirements set forth in Rule 28-106 . 201 , Florida Administrative Code. 4. A substantially interested person has the right to an informal hearing pursuant to W Sections 120. 569 and 120. 57(2) , Florida Statutes , where no material facts are in dispute. A petition for an informal hearing must comply with the requirements set forth in Rule 28- 106 . 301 , Florida Administrative Code, 5 . A petition for an administrative hearing is deemed filed upon delivery of the petition to the District Clerk at the District headquarters in Palatka, Florida . 6 . Failure to file a petition for an administrative hearing , within the requisite time frame shall constitute a waiver of the right to an administrative hearing (Section 28- 106 . 111 , Florida Administrative Code) . • 7 . The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, and Chapter 28-106 , Florida Administrative Code and Section 40C- 1 . 1007 , Florida Administrative Code . r interest in real property , nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and Chapter 40C-42 . 028 , F .A. C . 17 . The permittee shall hold and save the District harmless from any and all damages , claims , or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. ,. 18 . The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. 19 . Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards. 20 . All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion , siltation , scouring or excess turbidity, and dewatering . 21 . Prior to construction , the permittee must clearly designate the limits of construction on-site . The permittee must advise the contractor that any work outside the limits of construction , including clearing , may be a violation of this permit. 22. The stormwater management system must be inspected by the operation and maintenance entity once within two years after the completion of construction and every two years thereafter to insure that the system is functioning as designed and permitted. If a required inspection reveals that the system is not functioning as designed and permitted, then within 14 days of that inspection the entity shall submit an Exceptions Report on form number 40C- 42.900(6) , Exceptions Report for Stormwater Management System Out of Compliance. The operation and maintenance entity must maintain a record of each required inspection , including the date of inspection, the name, address, and telephone number of the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. >> ■ ■ ■ ■ circumference in placing the gasket on pipe . Use preformed plastic gasket material meeting the composition requirements of 942-2.2. Apply an approved vegetable soap lubricant, as specified for concrete pipe in 430- 7 . 1 . 1 . 430-8.2 Laying and Shape Requirements for Corrugated Metal Pipe : Install pipe using + either a trench or open ditch procedure. Check pipe shape regularly during backfilling to verify acceptability of the construction method used. Pipe deflected 5 % or more of the certified actual mean diameter of the pipe at + final inspection shall be replaced at no cost to the Department. Deflection measurements are taken at the point of smallest diameter on the corrugations. Upon completion of the project, and just prior to acceptance by the Department, clean the inside of all corrugated metal pipe and inspect it for breaks , corrosion or other damage to the coating or to the pipe itself, and make necessary repairs . B . DRAINAGE END TREATMENT: Subarticle 430-4. 6 (Page 383) . The second paragraph of this Subarticle is deleted . Flared end section (66" RCP) (Special) shall be constructed as shown in the detail shown within the construction plans . This item may require specialty precasting . The following company has been contacted and is interested in bidding on this item : Metromont Materials, attn: Mr. Mike Wilson , ph# 864/585-4241 . C . CONCRETE PIPE JOINTS : Subarticle 430-7 . 1 . 1 (Page 384) is modified by the addition of the following : In addition to the rubber gaskets all round and elliptical concrete pipe other than side drains shall have wrapped filter fabric jacket joints . The joint between the pipe and the structure shall also have a filter fabric jacket. These joints shall + conform to INDEX 280 and have a minimum wrapping width of 1 foot on both sides of the exposed joint. The fabric must be long enough to overlap the outer circumference of the pipe joint by a minimum of 1 foot. Metal strapping will be used on both sides of the circumference of the pipe joint to secure the fabric. Other methods which will secure the fabric against the wall until the backfill is compacted will be considered for approval by the Engineer. The filter fabric shall be in accordance with Section 985, and/or as modified by these special provision , for subsurface drainage . Payment shall be made under the unit price for concrete pipe. D . PIPE CULVERTS AND STORM SEWERS : Subarticle 430- 12. 1 (Page 389) . The text is deleted and the following substituted: "The quantities of pipe culvert to be paid for under this Section shall be the plan quantity in feet of concrete Pipe Culvert and Corrugated Aluminum Pipe Culvert subject to the provisions of 9-3 . 2 . Any additions or deletions thereto , as authorized by the Engineer, shall be determined by plan dimensions , final measurement, or any combination thereof, as measured along the centerline of the completed and accepted pipe. " Pipe that has been patched significantly prior to delivery shall be grounds for rejection of pipe . Lifting holes on pipe culverts shall be grounds for rejection of pipe. ASTM Specification C-76-85A and AASTM Specification M170-89 are modified by the following : Significant patching of pipe prior to delivery shall be grounds for rejection of pipe. The exposure of the ends of the longitudinal stirrups or spacers that have been used to position the cages during the placement of the concrete may be a cause for rejection by the Project Engineer. • TECHNICIAL PROVISIONS TP- 53 _ FAEngineering\Capital Projects\0209-4th Street Bridge Over Coach Ditch\0209-4th Street Bridge Over Coach 07-20.06\0209 Technical During construction , the Contractor is to maintain the storm sewer void of any silting material . Prior to final acceptance the Contractor or Engineer shall inspect and certify that the storm sewer is free of any construction material or debris and operates in a functional manner. Contractor shall remove silt and other material from sewer at no cost to Owner. Compensation shall be included in the maintenance of traffic lump sum item. 430-10 Specific Requirements for Corrugated Polyethylene Pipe and Polyvinyl Chloride _ (PVC) Pipe. 430-10 .1 Field Joints : Use gasketed joints to seal side drain , cross drain and storm drain . Use gaskets meeting the requirements of Section 449 . Ensure that the pipe manufacturer ` provides a joint design approved by the Engineer before use. 430-10.2 Installation Requirements including Trenching, Foundation and Backfilling Operations : Check structure shape regularly during backfilling to verify acceptability of the construction method used . Pipe deflected 5% or more of the certified actual mean diameter of the pipe at final inspection shall be replaced at no cost to the Department. r The work under this section shall include all materials , excavation , backfilling , tamping and disposal of surplus material . All required sheeting is to be included in the cost of pipe . Such price and payment shall be full compensation for all work in this section . Payment shall be made under: Item No. 430- 11 -323 Concrete Pipe Culvert 15" — Per Linear Foot Item No . 430-34-345 Bituminous Coated Corrugated steel Pipe Culvert (10 Gauge) (72") — Per Linear Foot SECTION 515 PIPE HANDRAIL Handrail shall conform to FDOT Index 521 , of the Design Standard for Design, Construction , Maintenance and Utility Operations on the State Highway System , January 2002 . Handrail shall be the two rail type. Payment shall be made under: • Item 515- 1 -2 — Pipe Handrail — Guardrail (Aluminum) — Per Linear Foot SECTION 520 CONCRETE GUTTER, CURB ELEMENTS, AND TRAFFIC SEPARATOR ■ 520-1 Description. Construct portland cement concrete curb and gutter, concrete traffic separator, valley gutter, ■ special concrete gutter, and any other types of concrete curb not specified in other Sections . 520-2 Materials. ■ 520-2. 1 Concrete: Use Class I concrete meeting the requirements of Section 347 . 520-2. 2 Reinforcement: For all steel reinforcement required by the plans , meet the requirements of Section 415 . ■ 520-2.3 Joint Materials : Meet the requirements of Section 932 . TECHNICIAL PROVISIONS , TP- 54 F:\Engineering\Capita! Prciecu\0209-4th Street Bridge Over Conch Ditch\0209.4th Street Bridge Over Conch 07-20-0610209 Technical Provisions.rif .• notify the District staff that the system is ready for inspection and approval . 9 . If the permitted system was not designed by a registered professional , within 30 days after .. completion of the stormwater system , the permittee must submit to the District the following : District Form No. 40C- 1 . 181 ( 14) (As built Certification ) , signed by the permittee and two (2) sets - of "As Built" drawings when required by a special condition of this permit, or when the completed system substantially differs from permitted plans . This submittal will serve to notify the District staff that the system is ready for inspection and approval . 10 . Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased , but in no case more than seven (7) days before the construction activity in that portion of the site has temporarily or permanently ceased . 11 . Should any other regulatory agency require changes to the permitted system , the permittee shall provide written notification to the District of the Changes prior to implementation so that a determination can be made whether a permit modification is required. 12 . Within thirty (30) days after sale or conveyance of the permitted stormwater management " system or the raal property on which the system is located , the owner in whose name the permit was granted shall notify the District of such change of ownership. Transfer of the permit shall be in accordance with the provisions of section 40C-612, F.A. C. All terms and conditions of this permit shall be binding upon the transferee. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. 13 . The stormwater management system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure . The system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of the stormwater management system to a local government or other responsible entity . 14 . The operation phase of the permit shall not become effective until the requirements of Condition No . 8 or 9 have been met, the district determines that the system complies with the permitted plans, and the entity approved by the District in accordance with section 40C- 42. 027, F.A. C . , accepts responsibility for operation and maintenance of the system . The permit cannot be transferred to such an approved, responsible operation and maintenance entity until the requirements of section 40C-42 . 028 , F.A. C. , are met, and the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District in accordance with section 40C-42. 028, F .A. C. , the permittee shall request transfer of the permit to the responsible approved operation and maintenance entity, if different from the permittee. Until the permit . is transferred pursuant to subsection 40C- 42. 028 (4) F .A. C. , the permittee shall be liable for compliance with the terms of the permit. 15. Prior to lot or unit sales, or upon completion of construction of the system , whichever occurs first, the District must receive the final operation and maintenance document(s) approved by the District and recorded , if the latter is appropriate. For those systems which are proposed to be maintained by county or municipal entities , final operation and maintenance documents must be received by the District when maintenance and operation of the system is accepted by the local government entity, Failure to submit the appropriate final document will result in the permittee remaining personally liable for carrying out maintenance and operation of the permitted system . 16. This permit does not eliminate the necessity to obtain any required federal , state , local and special district authorizations prior to the start of any activity approved by this permit. This permit does not convey to the permittee or create in the permittee any property right, or any "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 42-061 -100748-1 BOARD OF COUNTY COMMISSIONERS DATED AUGUST 31 , 2005 MIN 1 . This permit for construction will expire five years from the date of issuance unless otherwise specified by a special condition of the permit. 2 . Permittee must obtain a permit from the District prior to beginning construction of subsequent phases or any other work associated with this project not specifically authorized by this permit. 3. Before any offsite discharge from the stormwater management system occurs , the retention and detention storage must be excavated to rough grade prior to building construction or ` placement of impervious surface within the area served by those systems . Adequate measures must be taken to prevent siltation of these treatment systems and control structures during construction or siltation must be removed prior to final grading and stabilization . 4 . The permittee must maintain a copy of this permit complete with all conditions, attachments, exhibits , and permit modification in good condition at the construction site. The complete permit must be available for review upon request by District representatives . The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 5 . All activities shall be implemented as set forth in the plans , specifications and performance criteria as approved bythis permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall be considered a violation of this permit. 6 . District authorized staff, upon proper identification, must be granted permission to enter, ` inspect and observe the system to insure conformity with the plans and specifications approved by the permit. ■ 7 . Prior to and during construction , the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in ■ accordance with the guidelines and specifications in chapter 6 of the Florida Land Development Manual : A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988), which are hereby incorporated by reference , unless a ■ project specific erosion and sediment control plan is approved as part of the permit, in which case the practices must be in accordance with the plan . If site specific conditions require . additional measures during any phase of construction or operation to prevent erosion or ■ control sediment, beyond those specified in the erosion and sediment control plan , the r nni tee shall implement additional best management practices as necessary, in accordance with the specification in chapter 6 of the Florida Land Development Manual: A guide to Sound Land and Water Management ( Florida Department of Environmental Regulation 1988) . The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources . 8 . If the permitted system was designed by a registered professional, within 30 days after completion of the stormwater system , the permittee must submit to the District the following : District Form No . 40C-1 . 181 (13) (As built Certification By a Registered Professional) , signed and sealed by an appropriated professional registered in the State of Florida, and two (2) sets of "As Built" drawings when a) required by a special condition of this permit, b) the professional uses "As Built" drawings to support the As Built Certification , or c) when the completed system substantially differs from permitted plans. This submittal will serve to 520-3 Forms . 520-3 . 1 Form Materials : Construct forms for this work of either wood or metal. Provide forms that are straight, free from warp or bends , and of sufficient strength , when staked , to resist the pressure of the concrete without deviation from line and grade . For all items constructed on a radius, use flexible forms. 520-3.2 Depth of Forms : Ensure that forms have a depth equal to the plan dimensions for +■ the depth of concrete being deposited against them . 520-3.3 Machine Placement: The Contractor may place these items by machine methods with the approval of the Engineer provided that the Contractor consistently produces an acceptable finished product, true to line , grade, and cross section . 520-4 Excavation. Excavate to the required depth , and compact the foundation material upon which these items are to be placed as specified in 120-9. 520-5 Placing Concrete. Place the concrete in the forms, and tamp and spade it to prevent honeycombing , and until the top of the structure can be floated smooth and the edges rounded to the radius shown in the plans . 520-6 Joints. 520-6. 1 Contraction Joints : Except for machine placed items , the Contractor may form joints by using dummy joints (either formed or sawed) or by using sheet metal templates. If using sheet metal templates , ensure that they are of the dimensions , and are set to the lines , shown in the plans . Hold templates firmly while placing the concrete . Leave templates in place until the concrete has set sufficiently to hold its shape , but remove them while the forms are still in place . Saw contraction joints, for machine placed items , unless the Engineer approves an alternate method. Saw the joints as soon as the concrete has hardened to the degree that +. excessive raveling will not occur and before uncontrolled shrinkage cracking begins. Space contraction joints at intervals of 10 feet [3 m] except where closure requires a lesser interval, but do not allow any section to be less than 4 feet [ 1 .2 m] in length . ,. 520-6.2 Expansion Joints : Construct expansion joints at all inlets , at all radius points , . and at other locations indicated in the plans. Locate them at intervals of 500 feet [150 m] between other expansion joints or ends of a run . Ensure that the joint is 1 /2 inch [ 13 mm] in width . 520-7 Finishing . 520-7. 1 Repair of Minor Defects: Remove the forms within 24 hours after placing the concrete , and then fill minor defects with mortar composed of one part portland cement and two parts fine aggregate. The Engineer will not allow plastering on the face of the curb. Remove and replace any rejected curb , curb and gutter, or valley gutter without additional compensation . 520-7.2 Final Finish : Finish all exposed surfaces while the concrete is still green . In general , the Engineer will only require a brush finish . For any surface areas, however, which are too rough or where other surface defects make additional finishing necessary, the Engineer may require the Contractor to rub the curb to a smooth surface with a soft brick or wood block, using water liberally. Also , if necessary to provide a suitable surface, the Engineer may require the Contractor to rub further, using thin grout or mortar. 520-8 Curing . ' 520 -8. 1 General : Continuously cure the concrete for a period of at least 72 hours. Commence curing after completely finishing and as soon as the concrete has hardened sufficiently to permit application of the curing material without marring the surface . Immediately • replace any curing material removed or damaged during the 72 hour period . After removing the forms, cure the surfaces exposed by placing a berm of moist earth against them or by any of the methods described below, for the remainder of the 72 hour curing ■ period . TECIIIICIAL PROVISIONS TP- 55 ■ F1Engineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Conch 07-20-0610209 Technical 520-8.2 Wet Burlap Method : Place burlap, as specified in 925-1 , over the entire exposed ,. surface of the concrete, with sufficient extension beyond each side to ensure complete coverage. Overlap adjacent strips a minimum of 6 inches [ 150 mm]. Hold the burlap securely in place such that it will be in continuous contact with the concrete at all times , and do not allow any earth between the burlap surfaces at laps or between the burlap and the concrete. Saturate the burlap with water before placing it, and keep it thoroughly wet throughout the curing period . 520-8.3 Membrane Curing Compound Method : Apply clear membrane curing compound or white pigmented curing compound, as specified in 925-2, by a hand sprayer meeting the requirements of 350-3. 10, in a single coat continuous film at a uniform coverage of at least 200 square feet per gallon [0 . 2 Um2] . Immediately recoat any cracks, checks , or other defects appearing in the coating. Thoroughly agitate the curing compound in the drum prior to application, and during application as necessary to prevent settlement of the pigment. 520-8 .4 Polyethylene Sheeting Method : Place polyethylene sheeting , as specified in 925- - 3 , over the entire exposed surface of the concrete , with sufficient extension beyond each side to ensure complete coverage . Overlap adjacent strips a minimum of 6 inches [150 mm] . Hold the sheeting securely in place and in continuous contact with the concrete at all times . r 520-9 Backfilling and Compaction . After the concrete has set sufficiently , but not later than three days after pouring , refill the spaces in front and back of the curb to the required elevation with suitable material . Place and thoroughly compact the material in layers not thicker than 6 inches [ 150 mm] . 520-10 Surface Requirements. Test the gutter section of curb and gutter with a 10 foot [3 . 048 m] straightedge laid parallel to the centerline of the roadway and while the concrete is still plastic. Perform straightedging along the edge of the gutter adjacent to the pavement or along other lines on the gutter cross- section, as directed by the Engineer. immediately correct irregularities in excess of 114 inch [6 mm]. 520-11 Method of Measurement. For curb or curb and gutter, the quantity to be paid will be plan quantity , in feet [meters], measured along the face of the completed and accepted curb or curb and gutter. For valley gutter or shoulder gutter, the quantity to be paid will be plan quantity, in feet [meters] , measured along the gutter line of the completed and accepted valley gutter or shoulder gutter. For concrete traffic separator of constant width , the quantity to be paid will be plan quantity , in feet [meters] , measured along the center of its width , completed and accepted, including the length of the nose. For concrete traffic separator of varying width , the quantity to be paid will be plan quantity, in square yards [square meters] , completed and accepted. " 520-12 Basis of Payment. 520-12. 1 General : Price and payment will be full compensation for all work specified in this Section. 520-12.2 Excavation : Excavation will be paid for as Roadway Excavation in accordance with 120-12 .2. 520-12.3 Reinforcement: Reinforcing steel will not be paid for separately. The Contractor shall include the cost of the steel in the Contract unit price for the item in which the steel is placed . ■ 520-12.4 Joint Materials : The Contractor shall include the cost of all joint materials in the Contract unit price for the item in which they are used. 520-12.5 Payment Items: Payment will be made under: Item No. 520- 1 - Concrete Curb and Gutter, FDOT Index 283 - per linear foot ■ Item No. 520- 1 -1 -Concrete Flume, FDOT Index 283 — per each TECHNICIAL PROVISIONS TP- 56 EAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Provisions.rtf note that if dewatering is to occur during any phase of construction or thereafter and the surface water pump(s) , wells , or facilities are capable of withdrawing one million gallons of water per day or more , or an average of 100 , 000 gallons per day or more over a year, and any discharge is to be off-site , you must apply for and obtain a Consumptive Use Permit (40C-2) from the District prior to starting the dewatering . Please contact the District if you need additional information or application materials . Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages , claims, or liabilities which may arise from permit issuance. Said application , including all plans and specifications attached thereto , is by " reference made a part thereof. This permit does not convey to Permittee any property rights nor any rights or privileges other than those specified herein , nor relieve the Permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by Permittee hereunder shall remain the property of the Permittee. This permit may be revoked , modified , or transferred at any time pursuant to the appropriate provisions of Chapter 373 , Florida Statutes : In the event you sell your property, the permit will be transferred to the new owner, if we are notified by you within thirty days of the sale. Please assist us in this matter so as to maintain a valid permit for the new property owner. Thank you for your cooperation , and if this office can be of any further assistance to you , please do not hesitate to contact us . John Juilianna, Service Center Director - Palm Bay Department of Water Resources Enclosures : As-built Certification Form Exhibit A ' cc: District Permit File Agent: Indian River County 1840 25th Street Vero Beach, FL 32960 • Consultant: Indian River County ■ 1840 25th Street Vero Beach , FL 32960 I.al St . Johns River Water Management District Kirby B. Green Itl, Executive Director • DavidVd. Fisk, Assistant Executive Ditor � ^ � r 4049 Reid Street • P.O. Box 1429 a Palatka, FL 32178-1429 • (386) 329-45001 I ' On the Internet at www. sj'rwmd.com. 5 t ' - 6 2005 REGULATION OF STORMWATER MANAGEMENT SYS'-EMPNOIAN RIVER COUNTY ENafNEERING DIMION CHAPTER 40C-42, F.A. C . PERMIT NO , 42-061 -100748-1 DATE ISSUED : August 31 . 2005 A PERMIT AUTHORIZING : Construction of' a Stormwater Management System with stormwater treatment by swales with • ditch blocks for 11th Street, S .W. from 17th Avenue S .W. to 9th Court S .W. , a 2 . 80-acre project to be constructed as per plans received by the District on August 5 , 2005. LOCATION : r Section(s) : 25 , 26 Township(s) : 33S Range(s): 39E Indian River CountyS at ■ Board of County Commissioners AUG v 1 2005 = 1840 25th Street ■ Vero Beach , FL 32960 Pah Bad' This document shall serve as the formal permit for construction and operation of stormwater management system in accordance with Chapter 40C-42 , F.A. C . , issued by the staff of the St. ■ Johns River Water Management District on August 31 , 2005. This permit is subject to the standard limiting conditions and other special conditions approved by the staff. These conditions are enclosed . This permit is a legal document and should be kept with your other important records. The permit requires the submittal of an As-built certification and may require submittal of other • documents . All information provided in compliance with permit conditions should be submitted to the District office from which the permit was issued . An As-built certification form is attached. Complete this form within 30 days of completion of construction of the permitted system , ■ including all site work. Upon receipt of the As-built certification , staff will inspect the project site . Once the project is found to be in compliance with all permit requirements, the permit may be converted to its operation phase and responsibility transferred to the operation and maintenance entity in accordance with Chapter 40C-42 . 028 , F.A. C . Permitissuance does not relieve you from the responsibility for obtaining permits from any federal , state, and/or local agencies asserting concurrent jurisdiction over this work. Please GOVERNING BOARD Ometdas D. Long, CRAmAN David G. Graham, VICE CHAIRMAN R. Clay Albright, sEcaEragr Duane Ottenstroer, TREAsLnER APOPKA JACKSONVILLE. OCALA JACKSONVILLE 1 W. Leonard Wood John G. Sovrinski William Kerr Ann T Moore Susan N. Hughes + SECTION 522 CONCRETE SIDEWALK (See FDOT standard Specifications for Road and Bridge Construction 2004 ) 522-1 Description. Construct concrete sidewalks . 522-2 Materials , Meet the requirements specified in 520-2 . 522-3 Forms. Provide forms as specified in 520-3 . 522-4 Foundation. Compact fill areas, including cut areas under the sidewalk that have been excavated more than 6 inches [150 mm] below the bottom of sidewalk, to a minimum of 95% of AASHTO T 99 density. The area to be compacted is defined as that area directly under the sidewalk and 1 foot [300 mm] beyond each side of the sidewalk when right-of-way allows . 522-5 Joints. 522-5. 1 Expansion Joints : Form 1 /2 inch 113 mm] expansion joints between the sidewalk and the curb or driveway or at fixed objects and sidewalk intersections with a preformed joint filler meeting the requirements specified in 932-1 . 1 . 522-5.2 Contraction Joints : 522-5 .2. 1 Types : The Contractor may use open type or sawed contraction joints. 522-5.2.2 Open-Type Joints : Form open type contraction joints by staking a metal bulkhead in place and depositing the concrete on both sides . After the concrete has set sufficiently to preserve the width and shape of the joint , remove the bulkhead. After finishing the sidewalk over the joint, edge the slot with a tool having a 1 /2 inch [ 13 mm] radius . 522-5. 2.3 Sawed Joints : If electing to saw the contraction joints , cut a slot approximately 3/16 inch [5 mm] wide and not less than 1 1 /2 inches [40 mm] deep with a concrete saw after the concrete has set, and within the following periods of time : Joints at not more than 30 feet [9 m] intervals . ...within 12 hours after finishing. Remaining joints . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . within 96 hours after finishing . W 522-6 Placing Concrete. Place the concrete as specified in 520-5. 522-7 Finishing . 522-7. 1 Screeding : Strike-off the concrete by means of a wood or metal screed, used perpendicular to the forms, to obtain the required grade and remove surplus water and laitance . 522-7 .2 Surface Requirements : Provide the concrete with a broom finish . Ensure that the surface variations are not more than 114 inch [6 mm] under a 10 foot 13 . 048 m] straightedge , or more than 1 /8 inch [3 mm] on a 5 foot [ 1 . 5 m] transverse section . Finish the edge of the sidewalk with an edging tool having a radius of 112 inch [13 mm] . Apply a tine finish by an approved hand method to curb cut ramps in lieu of a broom finish . Ensure that the tine finish consists of transverse grooves which are 0 . 03 to 0 . 12 inch [0. 8 to 3. 0 mm] in width and 0 . 10 to 0 . 15 inch [2. 5 to 3 . 8 mm] in depth , spaced at approximately 1 /2 inch [13 mm] centerto center. • TECHNICIAL PROVISIONS TP- 57 FAEngineering%Capital Projects102094th Street Bridge Over Cooch Ditch102094th Street Bridge Over Cooch 07-20-0610209 Technical Pmv.e.n..e rt 522-8 Curing . Cure the concrete as specified in 520-8. - 522-9 Method of Measurement. The quantity to be paid for will be plan quantity , in square yards [square meters], completed and accepted . s 522-10 Basis of Payment. Price and payment will be full compensation for all work specified in this Section . Excavation will be paid for under the items for the grading work on the project. Payment will be made under: Item No. 522- 1 Concrete Sidewalk, 4" Thick - Per Square Yard . • SECTION 530 RIPRAP r (See FDOT standard Specifications for Road and Bridge Construction 2004) 530-1 Description. Construct riprap composed of sand-cement or rubble (consisting of broken stone or broken concrete) as shown in the plans . When specified in the plans , place bedding stone under the rubble riprap . 530-2 Materials. 530-2. 1 Sand-Cement: (1 ) Portland Cement: Do not subject the portland cement used in sand-cement riprap to the tests required under the provisions of Section 921 , provided the portland cement is from an approved source. (2) Fine Aggregate : Meet the requirements of 902-3 . 3. (3) Sacks: Provide sacks made of jute, cotton, or scrim reinforced paper capable of holding the sand-cement mixture without leakage . Ensure that sack material is permeable and absorptive enough to permit passage of water to provide for hydration of the cement. Ensure that paper used in sacks is non-asphalt laminated with a polyester fiber scrim reinforcement in a three-way directional pattern , has an embossed finish , and is perforated approximately 3132 inch [2. 5 mm] in approximate 1 inch [25 mm] centers. Extend perforations continuously through the entire wail . Provide sacks of uniform size and dimensions, in order to provide uniformity of lines in the completed work. Use sacks that are free from holes and strong enough to withstand handling without ripping or splitting . Use only one type and size of sack at any one structure . (4) Grout: The Contractor need not test the cement or sand between the sacks in ' accordance with Section 346 , provided the cement is of a type and quality appropriate for this work as determined by the Engineer, and the sand is a clean commercial sand meeting the approval of the Engineer for this particular use . (5) Geotextile Fabric: Meet the requirements of Section 514. • 530-2.2 Rubble : 530-2.2. 1 Rubble ( Bank and Shore Protection): Provide sound , hard, durable rubble , free of open or incipient cracks, soft seams, or other structural defects , consisting of broken ■ stone with a bulk specific gravity of at least 2. 30 . Ensure that stones are rough and angular. For this application , use broken stone meeting the following gradation and thickness requirements: ' TECFMCIAL PROVISIONS TP- 58 FAEngineering\Capital Projects\0209.4t6 street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Prmkinns rrF t� uj CJ 0 L) m � EL W H- 0 H Z LLJ W Q w a F" CO w A r a a a . a ■ Weight Maximum Weight 50% Weight Minimum Minimum Blanket Pounds [Kilograms] Pounds [Kilograms] Pounds [Kilograms) Thickness in Feet [Thickness in Meters] 700 320] 300 135] 60 [25] 2 . 5 [0.75 Ensure that at least 97% of the material by weight is smaller than Weight Maximum pounds s [kilograms] . Ensure that at least 50% of the material by weight is greater than Weight 50% pounds [kilograms] . Ensure that at least 85% of the material by weight is greater than Weight Minimum pounds ,[kilograms] . r 530-2.2.2 Rubble ( Ditch Lining) : Use sound , hard , durable rubble, free of open or incipient cracks , soft seams , or other structural defects , consisting of broken stone or broken ,r concrete with a bulk specific gravity of at least 1 . 90 . Ensure that stones or broken concrete are rough and angular. Use broken stone or broken concrete meeting the following gradation and thickness requirements: Weight Maximum Weight 50% Weight Minimum Minimum Blanket r Pounds [Kilograms] Pounds [Kilograms] Pounds [Kilograms] Thickness in Feet [Thickness in Meters 75 35 30 15 4 2] 1 . 5 [0.45 Ensure that at least 97% of the material by weight is smaller than Weight Maximum pound [kilograms] . Ensure that at least 50% of the material by weight is greater than Weight 50% pound [kilograms]. Ensure that at least 90% of the material by weight is greater than Weight Minimum pounds ,[kilograms). 530-2.2.3 Physical Requirements of Broken Stone and Broken Concrete : Use broken stone and broken concrete meeting the following physical requirements : r Absorption maximum 5% W Los Angeles Abrasion maximum loss 45 %* FM 1 -T 096) Soundness (Sodium Sulphate) maximum loss 12%** (AASHTO T 104 Flat and elongated pieces materials with least dimension less than one third o greatest dimension not exceeding 10% by weight . r Dirt and Fines materials less than 1 /2 inch [ 13 mm] in maximum dimension accumulated from interledge layers, blasting or handling operations not exceeding 5% by weight. Ensure that granite does not have a loss greater than 55 % . ** The Engineer may accept rubble exceeding the soundness loss limitation if performance histoy shows that the material will be acceptable for the intended use . ' 530 -2.2.4 Source Approval and Project Control : The Engineer will approve mineral aggregate sources in accordance with 6-3. 3 as amended by the following : ( 1 ) The Engineer will subject all materials placed on the project to inspection ■ confirmation tests . Perform such tests at no expense to the Department. TECHNICIAL PROVISIONS TP- 59 • FAEngineedng\Capital Projects\02094th Street Bridge Over Cooch Ditch\0209.4th Street Bridge Over Cooch 07-20-06\0209 Technical (2) The Engineer may control the gradation of the riprap by visual inspection either at the source or the project site. Resolve any difference of opinion with the Engineer in accordance with the method provided in FM 5-538. Provide all equipment, labor, and the sorting site at no expense to the Department. 530-2.2.5 Geotextile Fabric: Meet the requirements of Section 514. 530-2. 3 Bedding Stone : Use Bedding Stone of either a durable quality limestone or other quarry run stone , with a bulk specific gravity of not less than 1 . 90 and that is reasonably free ` from thin , flat and elongated pieces . Ensure that the bedding stone is also reasonably free from organic matter and soft, friable particles . Meet the following gradation limits: r Standard Sieve Sizes Individual Percentage by Weight Passing Inches [millimeters 12 inches 305 mm 100 ` 10 inches 254 mm] 70 to 100 6 inches 152 mm 60 to 80 3 inches 75 mm] 30 to 50 1 inch 125 mm 0 to 15 The Engineer will conduct source approval and project control of bedding stone as specified in 530-2. 2.4. In lieu of limestone or other quant' run stone , the Contractor may substitute non-reinforced concrete from existing pavement that is to be removed and which meets the above requirements for commercial bedding stone. 530-3 Construction Methods. 530-3 . 1 Sand-Cement: 530-3 . 1 . 1 Mixing Materials: Proportion sand and cement in the ratio of 5 cubic feet [0 . 14 ml of sand to 94 lbs . [43 kg] ( 1 bag) of cement. If proportioning the materials by weight, use a unit weight of 85 Ibs\ft3 [ 1 , 360 kg/m'] (loose volume) for sand. The Contractor may batch sand at the moisture content occurring in the stockpile . Mix the sand and cement until the mixture is of uniform color. 530-3. 1 .2 Filling Sacks: Accurately measure the mixed material into each sack, taking care to place the same amount of material in each sack; keep at least the top 6 inches [150 mm] of the sacks unfilled to allow for proper tying or folding and to ensure against breaking of the sack during placing . 530-3.1 .3 Placing : Place the filled sacks with their tied or folded ends all in the same . direction . Lay the sacks with broken joints , in a regular pattem . Ram or pack the sacks against each other so as to form a close and molded contact after the sand and cement mixture has set up. Remove and replace sacks ripped or torn in placing with sound , unbroken sacks. Then , M thoroughly saturate all sacks with water. 530-3 .1 .4 Grouting : Immediately after watering , fill all openings between sacks with dry grout composed of one part portland cement and five parts sand . 530-3.1 . 5 Toe Walls : The Contractor may construct toe walls of riprap for fill slopes of ■ poured in place concrete in lieu of sand cement in sacks . Meet the concrete requirements specified in Section 347 for Class I Concrete . if using sand cement in sacks for the toe walls, fill the entire trench excavated for the toe walls with sand cement in sacks. 530.3.2 Rubble: Dump rubble in place forming a compact layer conforming to the neat lines and thickness specified in the plans. Ensure that rubble does not segregate so that smaller pieces evenly fill the voids between the larger pieces . ■ 530-3 .3 Bedding Stone : Place bedding stone without puncturing or tearing the geotextile fabric. Remove and replace geotextile fabric damaged as a result of operations at no expense to the Department. The Engineer will allow an in place thickness tolerance of ± 1 inch [25 mm] . TECHNICIAL PROVISIONS TP- 60 FAFngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical Prnvicinna r f r Florida Erosion and Sediment Control Inspector's Manual 5 . Wire fence reinforcement for silt fences using standard strength filter cloth shall be a minimum of 36 inches (90 cm) in height, a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches (15 cm). r Sheet Flow Applications : Filter Barrier i This sediment barrier may be constructed using burlap or standard strength synthetic filter fabric. It is designed for low or moderate flows not exceeding 1 cfs. (0 .03 m31 sec. ) . (See r Plate 4 .06b) 1 . The height of a filter barrier shall be a minimum of 15 inches (38 cm) and shall not r exceed 18 inches (45 cm). . 2 . Burlap or standard strength synthetic filter fabric shall be purchased in a continuous r roll and cut to the length Qf the barrier to avoid the use of joints (and thus improve the strength and efficiency of the barrier) . 3 . The stakes shall be spaced a maximum of 3 feet (90 cm) apart at the barrier location and driven securely into the ground a minimum of 8 inches (20 cm). 4 . A trench shall be excavated approximately 4 inches (10 cm) wide and 4 inches-( 10 cm) deep along the line of stakes and upslope from the barrier. 5 . The filter material shall be stapled to the wooden stakes, and 8 inches (20 cm) of the fabric shall be extended into the trench. Heavy duty wire staples at least 112 inch (13 mm) long, hog rings , or be wire shall be used . Filter material shall not be stapled to existing trees. 6 . The trench shall be backfilled and the soil compacted overthe filter material . 7 . Filter barriers shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized • Sheet Flow Application : Silt Fence This sediment barrier uses standard strength or extra strength synthetic filter fabrics. It is designed for situations in which only sheet or overland flows are expected. (See Plate 4 .06d) ■ 1 . The height of a silt fence shall not exceed 36 inches (90 cm). Higher fences may impound volumes of water sufficient to cause failure of the structure . 2 . The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are necessary, filter cloth shall be ■ spliced as described in item No . 8 below. 4-26 Chapter 4 - Best Management Practices for Erosion and Sediment Control i V Min 'Staked and Trer+rhed t med 5i It Fencc Wire F(e 5fafled anenricTrerrehed mill' Fr_nce G1urfn4G R �F� V VSILE RCW 5�E SILT FEE - r ■ Plate 4,06c Double Row Staked Silt Fence Source: Reedy Creek Improvement District i 3 . Posts shall be spaced a maximum of 10 feet (3 m) apart at the barrier location and driven securely into the ground a minimum of 12 inches (30 cm) . When extra ■ strength fabric is used without the wire support fence, post spacing shall not exceed 6 feet (1 .8 m): 4 . A trench shall be excavated approximately 4 inches (10 cm) wide and 4 inches (10 ■ cm) deep along the line of posts and upslope from the barrier. 5 . When standard strength filter . fabric is used , a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy duty wire staples at least 1 inch (25 mm) long, tie wires, or hog rings. The wire shall extend into the trench a minimum of 2 inches (5 cin) and shall not extend more than 36 inches (90 cm) above the original * ground surface. ■ 6 , The standard strength filter fabric shall be stapled or wired to the fence , and 8 inches (20 cm) of the fabric shall be extended into the trench . The fabric shall not extend more than 36 inches (90 cm) above the original ground surface . ■ 7 , When extra strength filter fabric and closer post spacing are used , the wire mesh support fence may be eliminated . in such a case, the filter fabric is stapled or ■ 4-27 ■ .. 530-4 Method of Measurement. 530-4. 1 Sand-Cement: The quantity to be paid for will be the volume, in cubic yards [cubic meters], of sand actually used in the sand cement mixture and grout, satisfactorily placed and „ accepted . If sand cement is proportioned by volume , the sand will be measured loose in an approved measure prior to mixing with cement. If sand cement is proportioned by weight, A, approved scales will be used for this purpose and the volume will be calculated using a standard conversion factor for sand of 85 lbs ./ft3 [1 , 360 kg/m3] . No adjustment of batch weights to allow for varying moisture content of the sand will be made. MP For toe walls , the quantity to be paid for will include only the volume of sand cement in sacks or concrete placed within the neat lines shown in the plans for the toe walls . 530-4.2 Rubble and Bedding Stone: The quantities to be paid for will be the weight, in tons [metric tons], in surface dry natural state , by railroad scales , truck scales , or barge OF displacement. The Contractor shall determine the weights as follows : ( 1 ) Railroad Weights : The Contractor shall weigh railroad cars on railroad scales , before and after loading or before and after unloading . If weighed by other than the Engineer, a "' certified statement of weights will be required . Certificates of weight, furnished by the railroad company, will be acceptable without further certification . (2) Truck Weights : The Contractor shall weigh trucks on certified scales , loaded and .0 empty, as prescribed above for railroad weights . The Contractor shall weigh trucks in the presence of the Engineer, or furnish certificates of weights. (3) Barge Displacement: The Engineer will measure each barge. The Contractor shall fit do each barge with gauges graduated in tenths of a foot 130 .48 mm] increments. The Contractor shall locate a gauge at each corner of the barge near the lower end of the rake . The Contractor shall furnish additional gauges amidships if the Engineer deems necessary . The Engineer will compute all weights. 530-5 Basis of Payment. 530-5. 1 Sand-Cement: Price and payment will be full compensation for all work specified in this Section, including all materials, labor, hauling , excavation , and backfill . The Contractor shall include the cost of dressing and shaping the existing fills (or subgrade) for placing riprap in the Contract unit price for Riprap (Sand-Cement) . 530-5.2 Rubble: Price and payment will be full compensation for all work specified in this Section, including all materials, hauling , excavation , and backfill . The Contractor shall include the cost of dressing and shaping the existing fills (or subgrade) for placing riprap in the Contract unit price for Riprap (Rubble) . As an exception to the above , concrete that is shown to be removed from an existing structure and subsequently disposed of by being used in the embankment as riprap will not be w paid for under this Section . The Contractor shall include the cost of such work under Removal of Existing Structures. 530-5.3 Bedding Stone: Price and payment will be full compensation for all work specified in this Section , including all materials and hauling . The Contractor shall include the cost of dressing and shaping the existing fills (or subgrade) for placing bedding stone in the Contract unit price for Riprap (Rubble) . ' 530-5.4 Payment Items. Payment will be made under: ■ Item No . 530- 1 Riprap (Sand-Cement) - per cubic yard. Item No . 530-3-4 - Riprap (Rubble) (ditch lining) - per ton . • TECHNICIAL PROVISIONS TP- 61 FAEngineering\Capital Prujem \0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical RECTION 536 GUARDRAIL Guardrails shall conform to FDOT index 400 . 536-1 Description. Construct metal guardrail on posts of timber, steel , or as specified in accordance with the Contract Documents and the Design Standards . Also, remove existing guardrail , construct guardrail anchorages , and replace guardrail posts, as specified in the plans . 536-2 Materials, Use 536-2.1 Guardrail : Construct guardrail of the standard W-beam or thrie beam type. r materials for the rail and rail elements meeting the steel requirements of 967-1 . 536-2.2 Posts : 536-2.2. 1 General : Unless the Contract Documents designate a particular type of post , the Contractor may choose the type of post to use . Use posts of either timber, or steel , and of n. the sizes and dimensions shown in the plans . Use the particular type selected throughout a run of rail , except where special steel posts are required . 536-2. 2.2 Timber Posts : Meet the requirements of the latest edition of the Souther Pine Inspection Bureau's Standard Grading Rules for Souther Pine Lumber, for No. 1 grade timber, and treat the posts in accordance with the requirements for posts in 955-5 . 3. Ensure that penetration of preservative is in accordance with requirements for round piles and fence posts in _ 955-6. 2 . Shape and drill the posts prior to treatment, and ensure that they do not vary more than 1 inch [±25 mm] from the specified length . Dress all timber posts on all four sides (S4S) . 536-2. 2.3 Steel Posts: Use steel posts meeting the requirements of ASTM A36 [ASTM ' A 36M] steel . Galvanize the posts in accordance with the requirements of ASTM A 123 [ASTM A 123M], with 2 oz/ft2 [600 g/m2] of zinc coating . Drill the posts prior to galvanizing . Ensure that the manufacturer furnishes certification showing physical and chemical properties of each heat, . the amount of spelter coating , and conformance ASTM A 123 [ASTM A 123M] . The Contractor may use steel guardrail posts of either a rolled section or a welded structural shape with nominal dimensions as shown in the Design Standards . For welded structural shapes , meet the following requirements: (1 ) Ensure that the design properties of the shape meet or exceed the design properties for a W 6 x 9 . [W 150 x 14] shape as contained in the AISC Manual of Steel Construction. (2) Weld in accordance with the requirements of ASTM A 769 [ASTM A 769M]. (3) After cutting posts to length , place a weld to seal the spaces between the web plate and flange plates. (4) Galvanize as specified above after completing all drilling and welding . 536-2.3 Anchor Blocks: Use anchor blocks of Class I concrete, and construct and place them in accordance with the requirements shown in the plans or as directed by the Engineer. 536-2.4 Offset Blocks : Use guardrail offset blocks of either timber, steel , recycled plastic, or rubber, and of the sizes specified in the Design Standards. Treat timber blocks in accordance with the requirements for posts in 955-5. 3 . Ensure • that penetration of preservative is in accordance with requirements for round piles and fence posts in 955-6.2. For timber offset blocks, meet the requirements of the latest edition of the Southern Pine Inspection Bureau's Standard Grading Rules for Southern Pine Lumber, for No . 1 grade timber. Dress all timber offset blocks on all four sides (S4S) . Ensure that timber offset • blocks do not vary more than 0. 25 inch 16 mm] from the specified length . Use rubber blocks that have a minimum Durometer hardness of 50 (ASTM D 2240) , show no cracking at the end of an ozone exposure of 100 ± 10 pphm for 15 hours at 100°F [38°C] (ASTM D 1149 mounting type A) , do not exceed 15 points change in Durometer hardness in oven ageing for 70 hours at 158°F [70°C] (ASTM D 573) , and show no cutting or tearing under a 6 , 500 Ib [29 kN] load applied through a guardrail section . Ensure that the blocks , TECBNICIAL PROVISIONS TP- 62 FAFngineering\Capital Pro)ects\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-06\0209 Technical , Prnvieinne Of r Florida Erosion and Sediment Control Inspector's Manual wired directly to the posts with all other provisions of item No . 6 applying. B . When attaching two silt fences together, place the end post of the second fence inside the end post of the first fence . Rotate both posts at least 180 degrees on a clockwise direction to create a tight seal with the filterfabric. Drive both posts into the ,. ground and bury the flap. (See Plate 4.06g) 9 . The trench shall be backfilled and the soil compacted over the filter fabric. 10 . The most effective appliction consists of a double row of silt fences spaced a minimum of three feet apart, The three Toot separation is so that if the first row collapses it will not fail on the second row. Wire or synthetic mesh is may be used to reinforce the first row. (See Plate 4 .06c) 11 . When used to control sediments from a steep slope, siltfences should be placed away from the toe of the slope for increased holding capacity. (See Plate 4.06f) 11 . Silt fences shall be removed when they have served their useful purpose, but not before the upslope area. has been permanently stabilized. Channel Flow Applications 1 . If a filter barrier is to be constructed across a ditch line or swale, the barrier shall be of sufficient length such that the bottom of the end sections of fence are higher in elevation than the top of the center section to eliminate end flow. The plan configuration shall resemble an arc or horseshoe with the ends oriented upslope. ' (See Plate 4 . 06b) . r 2. Use FDOT Standard Index 102, Chart 1 (Plate 4.06a) as a guide for spacing . 3 . The remaining steps for install Ing afilter barrier for sheet flow applications apply here. s Maintenance r 1 . Silt fences and filter barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall . Any required repairs shall` be made immediately. r 2 . Should the fabric on a silt fence or filter barrier decompose or, become ineffective before the end of the expected usable life and the barrier still be necessary, the •• fabric shall be replaced promptly. 3 . Sediment deposits should be removed after each storm event, They must be removed when deposits reach approximately one-half the height of the barrier. 4-28 Chapter4 - Best Management Practices for Erosion and Sediment Control _?LTER =P.&RIC MATERIAL TO BE 5-10 FEET APART 2 FEET MM � FER AM- I1 EINRL S i REFZTLL d W FILTUZ r ABRIC M4TERIAL CAN BAC<FILLED iRENCM hSE SSH .SUM AUCHTO A i -As X1 I i w =w� B :EN FASTDED TD Ilt QTS FILTER nE� � AT ?LChsNG 7VO SILT FENCE. VtUI RY�CTEB 3°Aff1LL M4tri1A. - — r 1= A ITOC4 OM BE Cr rim FDZE K IM FE TT r�i ZpepTE sem TC 10 OOG �y ➢@L 1:+j ti c M!ORDL�wSTE rMi BFslnr E >L%grF aroc iP �r I j N OCIE aim ��EtiJi r . 'ter f3✓aFL w-D RM PAP i Plate 4.06d Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc . 4-29 i present a neat appearance and have plane surfaces . Provide rubber blocks that are 6 inches [150 mm] wide , 8 inches [200 mm] deep and 14 inches [360 mm] high . Allow dimensional tolerances of ±518 inch [ 16 mm] in height, ±318 inch [ 10 mm] in width , and ±3/8 inch [10 mm] in W depth . For Recycled Plastic offset blocks , meet the requirements of Section 972. 536-2. 5 Reflector Elements : Mount acrylic plastic reflectors on the guardrail in accordance with the details shown in the plans . Provide reflectors that meet the requirements of 993-5 and W are colorless or amber, in accordance with the locations of use for each , as specified in the plans . 536-2 . 6 Certification : Provide the Engineer a certification from the manufacturer confirming W that all materials (timber or steel posts , anchor and offset blocks , reflector elements , and all other accessories) meet the requirements of this Section , Section 6 and the Design Standards . Provide the Engineer a copy of the certification at least ten days prior to guardrail construction . Also furnish the Engineer a Certificate of Compliance certifying that the guardrail system , materials and construction practices comply with applicable Design Standards and Specifications. Acceptance of furnished material will be based on the Certificate of Compliance , material certification and visual inspection by the Engineer. Aw 536-3 Setting Posts. Set standard length posts vertically to the depth shown in the Design Standards . Set special length posts vertically to the depth shown in the plans . Align and realign posts as necessary , until final acceptance. Where the posts are not set in concrete or mounted on structures , backfill the post holes with suitable thoroughly tamped material . As an alternate method, the Contractor may use a post-driving machine , meeting the approval of the Engineer and capable of driving the posts without damaging them . For guardrail post replacement, backfill and compact the existing hole prior to setting the new post. If driving posts through asphalt pavement, the Contractor may either block out holes for the .w posts during the paving operation or cut holes through the mat prior to the post installation . Either block-out or cut through an area that is at least 50% larger than the area of the post being driven . After completing installation of the posts and compaction of the backfill material , patch the area around each post with fresh hot bituminous mixture. 536 -4 Erection of Rail. Erect the guardrail panels , supports, anchors , etc. , as shown in the Design Standards . 536-5 Existing Guardrail. Stockpile guardrail , so specified , within the right-of-way at a location approved by the Engineer. Dispose of all remaining guardrail not specified for stockpiling . 536-6 Method of Measurement. 536-6.1 Guardrail : The quantity to be paid for will be the plan quantity, in feet [meters], - constructed , in place and accepted . The plan length of a run of guardrail will be determined as a multiple of the nominal panel lengths plus the nominal lengths of terminal sections, unless payment for the terminal sections are included in the end anchorage or bridge anchorage assemblies . 536-6.2 End Anchorage Assemblies: The quantity to be paid for will be the number of each type as designated , constructed , in place and accepted . 536 -6 .3 Special Guardrail Posts : The quantity to be paid for will be the number of each , constructed, in place and accepted . The designation "Special Guardrail Posts" will include only such posts as require special fabrication , for installation at locations where the normal setting would conflict with concrete structures , such as approach slabs , culvert slabs , footings, inlets , etc. Special posts , however, will not include posts for double-face median guardrail, regardless of whether they are embedded in or attached to concrete. TECIINICIAL PROVISIONS TP- 63 s F :\Engineenng%Capital Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical 536-6.4 Bridge Anchorage Assemblies: The quantity to be paid for will be the number of each, constructed, in place and accepted . 536-6.5 Guardrail Anchorage (Concrete Barrier Wall) : The quantity to be paid for will be the number of each, constructed , in place and accepted. 536-6.6 Guardrail Post Replacement: The quantity to be paid for will be the number of each , replaced . 536-6.7 Removal of Existing Guardrail: The quantity to be paid for will be the length , in feet [meters], measured prior to removal . 536-6 . 8 Special Steel Guardrail Posts: The quantity to be paid for will be the number of - each , constructed, in place and accepted . 536-7 Basis of Payment. • 536-7. 1 Guardrail : Price and payment will be full compensation for all work specified under this Section, including the furnishing and installing of the acrylic plastic reflectors and all other materials as specified . Payment will be made under the items as follows : a. Where the Contractor furnishes all materials for the guardrail , and the Engineer does not require shop-bent rails, payment will be made under the basic item of Guardrail . b. Where the radius of the guardrail installation is such as to require shop bending of the guardrail panels , payment will be made under the item of Guardrail (Shop- bent Panels) . All component parts of the complete guardrail installation will be included in the price per foot [meter] for the above items except for the separate payments to be made under the special i items listed below. 536-7.2 End Anchorage Assemblies : Price and payment will include all components specified on the plans and Design Standards. 536-7 .3 Special Guardrail Posts: Price and payment will include all costs for furnishing and installing the special posts that are over and above the costs for the normal posts , which are replaced by such special posts. 536-7.4 Bridge Anchorage Assemblies : When the plans provide for direct payment for Bridge Anchorage Assemblies , price and payment will include furnishing and installing the special End Shoes , Wood Blocks or Retrofit Wing Posts , Concrete Anchor Posts and necessary hardware. When the plans do not provide for direct payment for Bridge Anchorage Assemblies , the Contractor shall include the cost for the assemblies in the Contract price per foot [meter] for the guardrail . .. 536-7.6 Guardrail Anchorage ( Concrete Barrier Wall) : Price and payment will include installing connections to concrete barrier walls, as shown on the Design Standards , Index No. 400 and 410. ,. 536-7.6 Guardrail Post Replacement: Price and payment will include all labor, materials , and equipment required for removal and disposal of existing posts in areas provided by the Contractor, backfilling and compacting existing holes, and replacement with new posts . 636-7.7 Removal of Existing Guardrail : Price and payment will be full compensation for all work specified in this Section , including all labor and equipment required for removal and disposition of the existing guardrail , as specified in the plans . 536-7 .8 Special Steel Guardrail Posts with Accessories : Price and payment will include all components specified on the plans and Design Standards . 536-7.9 Payment Items: Payment will be made under: Item No. 536- 1 - 1 - Guardrail Roadway — Per Linear Foot Item No . 536-2 - Guardrail (Shop-Bent Panels) — Per Linear Foot Item No . 536-7 - Special Guardrail Post — Per Each Item No . 536-85-26 -Guardrail End Anchorage Assembly (Type CRT) — Per Each TECHNICIAL PROVISIONS TP- 64 R\EngineeringCapital Projects\0209-4th Street Bridge Over Cooch Ditch\02094th Street Bridge Over Cooch 07-20-MO209 Technical No YID o�� •arl.�j/li�aiMii �� IN•plr" N"�•"i!"�ii�;i" _ '� YP./ III N�r/1 rl"!/1 . ♦ PII IIIIl1Yw1 pl !Yr '�/ /r y ,•� RRr — R YNill /1Y/ �i p/ I''a "d.��"�I:♦•♦ LL Illi/ll/illi Yaldl �li/ NII III y �wll �IP111�tANnl�il irllil/Nt /1��..• it 1/ �Il'q.�ll it,is�~I' {iIN0Y♦♦ yllIN x pills p110111 p ISAlgo"'11+too M dr.r• dP pIlI�ttllllj��1�/jl'l�1lll�lldIC jljIgo 10111 i+Fo ;;t ylll . ,111id dill 11p4' u 019 "~ V s -- r ✓ - - e .>r a =11=1f, \,J\f/\//\/r\ \J��qi\G`\� "i "' / it Or _ • - • Q R I I f . ..—tR at or, • I ! I I . Chapter 4 - Best Management Practices for Erosion. and Sediment Control 4 . Any sediment deposits remaining in place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared , and seeded . Plate 4.06f Proper Placement of a Silt Fence at the Toe of a Slope . Source: HydroDynamics, Inc Race the end post of the second fence - ins;de tie end post of the first fence ` r- R=te both post at ,sea 150 degrees in a � dockwise daootion to c7eata a sight seal with thefdVftrnat'1181 Direction of Runoff Waters Drive both post about " o taches ino the i .. - ground and buryfiap Plate 4.06g Attaching Two Silt Fences Source: HydroDynamics,inc. 4-31 r SECTION 570 GRASSING ( BY SEEDING) 570-1 Description . Establish a stand of grass on slopes , shoulders and specified other areas , by seeding or by seeding and mulching . Perform seeding and mulching , fertilizing , and wildflower seed r application as required , and maintain the grassed areas until the completion of the project. The Engineer may eliminate at his discretion , any of the items of work covered by this Section . r 570-2 Materials. Meet the following requirements : GrassSeed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 981 - 1 r Wildflower Seed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 981 -1 Mulch . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 981 -3 Fertilizer, Type I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 982 rWater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 983 Compost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Section 987 Prior to planting , furnish the Engineer a certification from the grower stating the age of all seed. 570-3 Construction Methods. 570-3. 1 General: Do not seed or mulch when wind velocities exceed 15 mph [25 km/h] . Sow seed only when the soil is moist. Do not perform any seeding when the ground is frozen , unduly wet or otherwise not in a tillable condition . Whenever a suitable length of roadway slopes or adjacent areas has been graded, prepare the area and perform grassing in accordance with the Contract Documents . Incorporate grassing into the project at the earliest practical time . Complete all grassing on shoulder areas prior to the placement of the friction course on adjacent pavement, unless the friction course is to be placed directly on a non-asphalt base . 570-3 .2 Sequence of Operations : Perform the operations in the following sequence: Apply Tinish soil layer materials in accordance with Section 162 , prepare the area to be seeded, seed , spread and cut-in mulch and fertilize . In preparing the ground for sowing of seeds , disk-harrow and thoroughly pulverize the soil to an average depth of 6 inches [ 150 mm] . Make the soil true to grade , not compacted and free of large clods , roots , and other material which will interfere with the work or subsequent mowing and maintenance operations. Do not begin subsequent operations until the Engineer has approved the condition of the prepared areas . 570-3.3 Seeding : While the soil is still loose , scatter the seed uniformly over the grassing area and immediately mix it into the seed bed to a depth of 1 /4 inch 16 mm] using the specified seed . Thoroughly dry-mix the separate types of seed immediately before sowing . Do not use wet seed . The Engineer will allow the wildflower seed to be included in the grassing operation or performed separately from the grass seeding operation in areas shown in the plans . Ensure that the wildflower seed is uniformly planted by drilling or placing the seed into the soil at an average depth of 1 /8 inch [3 mm] , but not exceeding 1 /4 inch [6 mm] into the designated area at the specified rate . 570-3 . 4 Mulching : When areas require mulch , as shown on the plans , apply approximately 2 inches [50 mm] , loose thickness , of the mulch material uniformly over the seeded area, and cut the mulch material into the soil to produce a loose mulched thickness of 3 to 4 inches [75 to 100 mm]. Do not use harrows. The Contractor may use compost meeting the requirements of Section 987 in lieu of mulch . When mulching on steep slopes, where the use of a machine for the cutting-in process is not practicable , secure the mulch after the seeding operation by either using an erosion control TECENICIAL PROVISIONS TP- 65 F:\Engineeting\Capital Prcjccts\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical fabric, or, spread a string net over the mulch using stakes driven flush with the top of the mulch at 6 foot [1 . 8 m] centers and string parallel and perpendicular with diagonals in both directions . 570-3 .5 Rolling: Immediately after seeding , roll the entire grassed or mulched area with a cultipacker, traffic roller or a horticultural roller. Make at least two passes over the entire area. 570-3 .6 Watering : Provide a vehicle for applying water to the grassed areas equipped with either a calibrated tank or an approved metering device installed at such point on the vehicle to measure the water at time of application. Do not water newly seeded areas to force the seed germination. Do not apply more than 1 inch [25 mm] of water per week for sustaining the grass growth . Use water only on vegetated areas when permitted by the Engineer. 570-3.7 Fertilizing : Spread the fertilizer over the grassed area four to five weeks after the grass seed germinates in one or more applications as specified below: Spread an initial application of 265 lbs/acre [300 kg/ha] of 16-4-8 . If the project has not reached final acceptance in accordance with Article 5-11 , spread subsequent applications of 135 Ibslacre 1150 kg/ha] of 16-4-8 approximately 60 calendar days after the initial application without mixing into the soil . The Contractor may spread the fertilizer by hand on steep slopes or other areas where machine-spreading may not be practicable. 570-4 Maintenance . Maintain the planted areas as an acceptable stand of grass until final acceptance of the project at no expense to the Department. Include in such maintenance the filling , leveling , and repairing of any washed or eroded areas, as may be necessary . An acceptable stand of grass is defined as a 1 by 1 foot 1300 by 300 mm] area containing a minimum of 16 live, viable , healthy wildflower and/or grass seedlings. The Department will pay for replanting as necessary due to factors determined to be beyond control of the Contractor. Mow the planted grass areas to a height of 6 inches [150 mm] when competing vegetation height exceeds 20 inches [500 mm] in height. Do not mow wildflower areas until at least three weeks after the peak of the bloom period and do not mow lower than 6 inches [150 mm]. Do not use selective herbicides in wildflower areas . r 570-5 Method of Measurement. 570-5. 1 General : The quantities to be paid for will be for the following items , completed and accepted : (1 ) The area, in square feet [square meters] , of seeding . (2) The area, in square feet [square meters] , of seeding and mulching . (3) The weight, in pounds [kilograms] , of grass seed . (4) The weight, in tons [metric tons], of mulch material . (5) The weight, in tons [metric tons], of fertilizer. (6) The volume, in thousand gallons [kiloliters] , of water. (7) The weight, in pounds [kilograms] , of wildflower seed. (8) The area, in acres [hectares], of mowing . 570-5.2 Area Quantities : For the quantities paid for on a square foot [square meter] basis, no deductions will be made for the areas occupied by turnouts in rural sections . 570-5.3 Seed : The quantity of grass or wildflower seed will be determined from packaged weights or by other appropriate methods . 570-5 .4 Mulch Material : The quantity will be determined by weighing on truck scales , or by other appropriate methods . The Contractor shall advise the Engineer of the time and place of such weighing . Weighing will be done in the general vicinity of the project. 570-6 Basis of Payment. 570-6.1 General: Prices and payments will be full compensation for all work and materials specified in this Section. 570-6.2 Seeding : When mulching is not specified , price and payment will be full compensation for all work and materials not specifically included in the items of separate TECHIQICIAL PROVISIONS TP- 66 F:Trigineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch\02094ih Street Bridge Over Cooch 07-20-06\0209 Technical s Florida Erosion and Sediment Control Inspector's Manual • 4. 07 BRUSH BARRIER ( ES BMP 1 . 07 ) Definition ' A temporary sediment barrier constructed at the perimeter of a disturbed area from the residue materials available from clearing and grubbing the site. Purpose To intercept and retain sediment from disturbed areas of limited extent, preventing sediment from leaving the site. ,. Conditions Where Practice Applies Below disturbed areas subject to sheet and rill erosion, where enough residue material is available for construction of such a barrier. Planning Considerations r Organic litter and spoil material from site clearing operations is usually burned or hauled away to be dumped elsewhere. Much of this material can be used effectively on the construction site itself. During clearing and grubbing operations, equipment can push or dump the mixture of limbs, small vegetation and root mat along with minor amounts of soil and rock into windrows along the toe of a slope where erosion and accelerated runoff are expected . Anchoring a filter fabric over the berm enhances the filtration ability of the barrier. Because brush barriers are fairly stable and composed of natural materials, maintenance requirements are small. Design Criteria A formal design is not required . _ Construction Specifications 1 . The height of a brush barrier shall be a minimum of 3 feet (90 cm ). 2 . The width of a - brush barrier shall be a minimum of 5 feet (1 .5 m) at its base. (The sizes of brush barriers may vary considerably based upon the amount of material available and thejudgment of the design engineer.) 3 . The barrier shall be constructed by piling brush, stone, root mat and other material from the clearing process into a mounded row on the contour. If a filter fabric is used (Plate 4.07a) : ■ 4 . The filter fabricshall be cut into lengths sufficient to lay across the barrier from its upslope base to just beyond its peak. Where joints are necessary, the fabric shall 4-32 Ass . a e - " y r c e '; (s \ t . pl C < % Ila r F c r r FI �1 payment shown below. The item of Seeding will include specifically all preparations of the ground , the application of the seed, the rolling , tilling or other specified work. 570-6.3 Seeding and Mulching : When mulching is specified , price and payment will be full • compensation for everything specified in 570-6 . 2 and , in addition , will include the cost of applying , cutting-in , rolling , and anchoring , where required , of the mulch material , but will not include the furnishing of the mulch material . + 570-6 .4 Seed : Price and payment for Grass Seed (Permanent Type) and , Grass Seed (Quick-Growing Type) will be full compensation for the furnishing of the seed , at the site of its use. Price and payment for Wildflower Seed will include furnishing , applying , and mixing the + seed into the seed bed. 570-6.5 Mulch Material : 570-6. 5. 1 General : Price and payment will be full compensation for the furnishing and + spreading of the mulch material, at the site of its use. 570-6.6 Water: The quantity of water, ordered at the specific time of its being applied and which is actually used , determined by the specific metering device or by calibrated tank, will be + paid for at the Contract price per thousand gallons [kiloliters] of Water for Grassing . Such quantity will include all water authorized by the Engineer, which is used until the time of acceptance of the work. 570-6.7 Payment Items : Payment will be made under: r Item No. 570-2 — Seeding & Mulching — Per Square Foot r SECTION 575 i SODDING r A. Description : Sod for the project shall be of the variety that is common to the area and of a variety approved by the Engineer. Where sodding an area in which previously had established grass the new sod shall be of the same variety as existing (Argentina Bahia or St. Augustine) . All sodding associated with 'Landscaping as proposed in Landscape plans shall be St. Augustine . This work shall also include mowing in accordance with Section 104-7 . 2 ( Page 108), to be mowed at 6" height with a mulching mower. r B . Work Included: Scope of Work: The work specified in this section consists of the establishing of a stand of grass , within the project, right-of-way, easements , and other areas indicated on the Drawings , by furnishing and placing grass sod . Also included are r fertilizing , watering and maintenance as required to assure a healthy stand of grass. Two applications of fertilizer will be required with the initial application being fertilizer and the second application being "weed and feed" . C. Guarantee: All sodded areas shall be guaranteed for three months after date of final acceptance. r Replacement of Defective Sod : Any dead sod or sod showing (less than 95% of a square) indication of probable non survival or lack of health and vigor, or which do not exhibit the characteristics to meet specifications , shall be replaced within two weeks of '• notice from Owner or Engineer. All replacement sod shall be furnished/installed at no additional cost to the Owner and shall be guaranteed for three months . All replacement shall meet original specifications. r The Contractor shall notify the Owner and Engineer ten days prior to the end of the guarantee period and such guarantee shall be extended until notification is received . r TECHNICIAL PROVISIONS TP- 67 r F:\EnginceringlCapital Projects\02094th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Techmca At the end of the guarantee period , all sod that is dead or in unsatisfactory growth shall be replaced within two weeks. D . Fertilizer: Commercial fertilizers shall comply with the state fertilizer laws . The numerical designations for fertilizer indicate the minimum percentages (respectively) of ( 1 ) total nitrogen , (2) available phosphoric acid and (3) water-soluble potash contained in the fertilizer. The chemical designation of the fertilizer shall be 16-4-8 . Fertilizer shall include iron , minor nutrients and trace elements . At least 50 percent of the nitrogen shall be derived from organic sources . At least 50 percent of the phosphoric acid shall be from normal super phosphate or an equivalent source which will provide a minimum of two units of sulfur. The amount of sulfur shall be indicated on the quantitative analysis card attached to each bag or other container. Contractor shall ensure 1 pound of nitrogen per 1 , 000 square feet. E. Water for Grassing: Contractor shall provide the water used in the sodding operations as necessary to meet the requirements of Article 570-5 and 2. 34. 8. ., F . Preparation of Ground : The area over which the sod is to be placed shall be scarified or loosened to a depth and then raked smooth and free from debris . Where the soil is sufficiently loose and clean , the Owner, at his discretion , may authorize the elimination of ground preparation. G . Application of Fertilizer: Before applying fertilizer, the soil pH shall be brought to a range ` of 6.0 - 7 . 0 . Contractor shall apply two (2) applications. The initial shall be fertilizer and the second application shall be "weed and feed" . The fertilizer shall be spread uniformly over the sodded area at the rate of 436 pounds per acre , or 10 pounds per 1 ,000 square feet, by a spreading device capable of uniformly distributing the material at the specified rate . Contractor shall apply applications as per manufacturer's specification. All tickets from bags shall be handed over to the County Inspector. On steep slopes , where the use of a machine for spreading or mixing is not practicable , the fertilizer shall be spread by hand and raked in and thoroughly mixed with the soil to a depth of approximately 2 inches . H . Placing Sod : The sod shall be placed on the prepared surface, with edges in close contact and shall be firmly and smoothly embedded by light tamping with appropriate tools . Where sodding is used in drainage ditches , the setting of the pieces shall be staggered so as to avoid a continuous seam along the line of flow. Along the edges of such staggered areas, the offsets of individual strips shall not exceed 6 inches . In order to prevent erosion caused by vertical edges at the outer limits , the outer pieces of sod shall be tamped so as to produce a featheredge effect. i Where sodding is placed abutting paved shoulder, the contractor is to ensure that the finished sod elevation is 1 '/z' below paved shoulder. TECHNICIAL PROVISIONS TP- 68 FAEngineering\Capital Projects\0209.4th Street Bridge Over Cooch DitcM0209.4th Street Bridge Over Cooch 07-20-06\0209 Technical r. i Florida Erosion and Sediment Control Inspectors Manual 4 . 08 STORM DRAIN INLET PROTECTION ( ES SMP 1 . 08) Definition A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. Purpose To prevent sediment . from entering storm water conveyance systems prior to permanent stabilization of the disturbed area . Condition Where Practice Applies Where storm drain inlets are to be made operational before permanent stabilization of the disturbed drainage area. Different types of structures . are applicable to different conditions (see Plates 4.08a through 4.08h). Planning Considerations Storm sewers which are made operational before their drainage area is stabilized can convey • large amounts of sediment to receiving waters. In case of extreme sediment loading, the storm sewer itself may clog and lose most of its capacity. To avoid these problems, it is necessary to prevent sediment from entering the system at the inlets. This section contains several types of inlet filters and traps which have different applications dependent upon site conditions and type of inlet. Other innovative techniques for accomplishing the same purpose are encouraged, but only after specific plans and details are submitted to and approved by the stormwater permitting agency. Note that these various inlet protection devices are for drainage areas of less than one acre (0.4 ha) . Runoff from large disturbed areas should be routed through a TEMPORARY SEDIMENT TRAP - Section 4 .25 (ES BMP 1 .25) . Design Criteria 1 . The drainage area shall be no greater than 1 acre (0.4 ha). 2 . The inlet protection device shall be constructed to facilitate clean out and disposal of trapped sediment and to minimize interference with construction activities. 3 . The inlet protection devices shall be constructed so that any resultant ponding or stormwater will not cause excessive inconvenience or damage to adjacent areas or structures. •• 4 . Design criteria more specific to each particular inlet protection device will be found on Plates 4 .08a-h. 4-34 Chapter 4 - Best Management Practices for Erosion and Sediment Control s Drop Inlet with Grate Compacted Soil Staked , B1 to Prevent Piping straw Bale a a C ' P7. 0 Runoff WgGe Filtered i T a a with sediven Water 7 r4M v � Straw Mies Staked with 2 Stakes Per Bale Specific Application This method of inlet protection is applicable where the inlet drains a " relatively flat area ( 51opes no greater than 5 percent) where sheet or overland flows (hat asiceeding 0 , 5 cfs ) are typical , , She method shall not apply to inlet,,: receiving concentrated flows , . such r as in street or highway vadians . Plate 4, 08a Straw Bale Drop Inlet Sediment Filter Source: Michigan Soil Erosion and Sedimentation Control Guidebook 4-35 10 On slopes greater than 3 : 1 , the Contractor shall prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth , at suitable intervals . Sodding shall not be performed when weather and soil conditions are , in the Engineer's opinion , unsuitable for proper results. r Sod shall be placed around all structures , equipment pads , etc. I . Watering : The areas on which the sod is to be placed shall contain sufficient moisture, as determined by the Engineer, for optimum results. After being placed , the sod shall be kept in a moist condition to the full depth of the rooting zone for at least 2 weeks. Thereafter, the Contractor shall apply water as needed until the sod roots and starts to ,. grow for a minimum of 60 days (or until final acceptance , whichever is latest) . J . Maintenance : The Contractor shall , at his expense , maintain the sodded areas in a satisfactory condition until final acceptance of the project. Such maintenance shall include repairing of any damaged areas and replacing areas in which the establishment of the grass stand does not appear to be developing satisfactorily. Replanting or repair necessary due to the Contractor's negligence , carelessness or failure to provide routine maintenance shall be at the Contractor' s expense . r The Contractor shall maintain the sodded area up to the final acceptance date as directed by the Engineer. Grass height shall not exceed 6" without mowing . Clippings shall be removed from sidewalk. K. Article 575-5 (Page 532) . The first two paragraphs under this Article are deleted and the following substituted : r The contract unit price for sodding shall include the costs of sod , fertilizer (2 applications), sidewalk sweeping after mowing , mowing , disposal of clippings , water, tools , equipment, labor and all other incidentals necessary. L. Payment shall be made under: r Item No . : 575- 1 - 1 - Sodding - Per Square Yard r SECTION 700 SIGNING AND PAVEMENT MARKING A. Signing and pavement marking for traffic control shall conform to the requirements of the r Standard Specifications (2003) , Manual on Uniform Traffic Control Devices , Supplemental Specifications, Roadway and Traffic Design Standards , manufacturers specifications . r B . Traffic Signs : All existing signs which are the property of the Owner shall be transported to the Indian River County Road and Bridge Maintenance Yard by the Contractor during construction if they are within the construction limits. Care shall be exercised by the Contractor during removal, storage and relocation so as not to damage the signs. If any damage occurs , as determined by the Owner's Engineer or Resident Construction Inspector, the sign shall be replaced by the Contractor with no compensation . TECEMCIAL PROVISIONS TP- 69 F :\Engineering\Capitel Projects\0209-4th Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical C . All reflective pavement markers shall be 4" x 4". D . Payment shall be made under: r Item No . 700-40- 1 — Sign Post Signs — Per Each Unit Installed Item No. 706-3 — Reflective Pavement Markers — Per Each Unit Installed Item No . 711 -34 — 6" Traffic Skip Yellow (Thermoplastic) — Per Linear Foot. Item No . 711 -35-61 — 6" White (Thermoplastic) — Per Linear Foot. Item No. 711 -35- 121 — 12" White (Thermoplastic) — Per Linear Foot. Item No . 711 -35-241 — 24" White (Thermoplastic) — Per Linear Foot. Item No . 711 -36-61 — 6" Yellow (Thermoplastic) — Per Linear Foot. SECTION 730 _ TEMPORARY PUMP This item shall include , but not be limited to , all appurtences necessary to operate and r maintain a temporary pumping system as well as necessary materials , labor and equipment for installation . Pumping system shall have a minimum capacity of 11 .000 G . P . M . See IRFWCD Permit conditions for 4th Street I CDoch Ditch . r Payment shall be made under. Item No. 730-88 Temporary Pumping System — Per Lump Sum r SECTION 1000 r WATER AND SEWER UTILITIES A. Water Utilities r The water utilities for this project shall be constructed per the "Indian River County Department of Utility Services Water & Wastewater Standards", latest edition. This document can be purchased from Indian River County Utilities . Because of adequate pressure in the surrounding area the contractor will be allowed to shut off the 12" water main pressure in order to complete the proposed utility work. If the contractor chooses this method of construction , line stops will be required at each end of the existing water main at the project site and water services shall be maintained at all times. i B . Ductile Iron Pipe and Fittings r 1 . General : All ductile iron pipe shall be manufactured in accordance with AWWA Specifications C- 150 & C- 151 . All buried ductile iron pipe shall be manufactured in accordance with AWWA Specification C- 151 and shall r be Class 52 minimum . All exposed ductile iron pipe shall be Class 53 minimum . r 2. Fittings: All underground fittings shall be either bell and spigot, or mechanical joint. r Mechanical joints shall conform to AWWA specification C110 (ANSI 21 . 10-87) , or latest revision. All exposed aboveground fittings shall be flanged joint. r TECHNTICIAL PROVISIONS TP- 70 FAEngineering\Capital Projects\0209-4th Street Bridge Over Cooch Ditch%0209-4th Street Bridge Over Cooch 07-20-06\0209 Technical r w Florida Erosion and Sediment Control Inspector's Manual r w STRAY SALES ARE TO BE PLACED 4 INCI-I_S IN ;l E SOIL. TICS iTLY ABUTTING 'VITH f1 w GAPS , STALED ANIS DAvIFILLI�D ARnUND TIE ENTIRE DUTSIGE P?.IMUER w i w Y w w AREP. _NLE T w s RL 442 Hd I yatlla III �[ pia71-U� \\ T � i.�r Fn.TERU -VATER w SEC 1 ICN AA NOTA STRAV BALE FIL I F S ARE; NOT TO o` ACJ.-..CENT Atea TG w IN'� IS PAVED Plate 4.08b Straw Bale Filterfor Area Inlet w Source: HydroDynamics, Inc . 4-36 Chapter 4 - Best Management Practices for Erosion and Sediment Control A r ygOGp 5TAf METAL 1iE9Alt , .,,�? STRAPIr 5 15Tp cr=s8T GOR145" as 57�2m. Cr b DGG nw+IN 6RAVe1- s� LT:�FsTHAN " a " • r S% SLOPS PLAN WIM _ � � FDIGU�N6 f1E'.6:{T - . 5'RAPI 61y4VY $' � r �I S,iGKFILL • t DROP � . tml7 STRAK INt� 5#4 4' MIK. I1.. . INTO SOIL V SeCTSOK A4 NO7F5: B►d�t' r 5 I'•'N.� TO S . TM TOP Op ne 5'jtIIIGStM (PONPIN5 H�IiWr) I . PROP JR.MT SEPI NPI�Ri.7 J BL DF'.AINA6e MYST Be Yff1.L UgLC➢i 'rfe arAv D ELtVAT14N aE I!'dfS3 PCR SMALL, DOKW5LO TG PRE'VE14T RI1N01" PROM SY- ARgAB. aX.-SS T 0 SDIL AND PASWUS T� INILEmr. M)Q:AVALnOH Or A 5A5SN x, ; 1 #e ��Ap INTO TII 4S Ami EHPS P7JAGLhLNt: To Tide DROP I .LET OR A -MI - orP !gET CORNERS ORARY D'' Poi THB DDWMSL.OM OP .1&-r 'L7 AIBmme, 61ZAY£L BAOKr-" WILT eye=. 77 '-R09FPN OR PLOK ARCjH0 THe BALM gTR=SURE MAY BE NM=55MR". _ s Plate 4. 08c Straw Bale and Gravel Drop Inlet Sediment Barrier source: Erosion Draw 4-37 r No 3 . Bell and Spigot Connections: Joints in bell and spigot pipe shall be push-on , mechanical , or restrained joints in accordance with AWWA Standard C- 111 (ANSI 21 . 11 -85) , or ' latest revision . Mechanical joint pipe set-screw type retainer glands will not be permitted. i 4. Flanged Connections : Flanged pipe with screwed-on flanges shall be furnished with long hubs , and the flanges shall be screwed on the threaded end of the pipe in the shop, and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside . The back of the hub shall be caulked where the hub threads joint with the pipe . 5 . Valve Box Adjustments: Cost of valve nut extenders shall be included in cost of valve box adjustments where needed. A. Disinfecting Potable Water Pipelines Before being placed in service, all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA C-651 , "Standard Procedure for Disinfecting Water Mains" , except that the use of tablets is strictly prohibited- The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as specified by the Florida Department of Environmental Protection , Water Distribution System Permit. Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor, as r required . B. Aerial Crossing Painting Requirements 1 . The Contractor shall furnish all labor, materials , equipment and incidentals required to paint all components as herein specified . 2. The Work includes the painting and finishing of all exposed exterior surfaces. 3 . The term "paint' as used herein means all coating system materials , which includes pretreatment , primers , emulsions, enamels , sealers and fillers , and other applied materials whether used as prime , intermediate or finish coats . ' 4 . Flanged exposed piping shall have a paintable sealant placed between the back of the flange and the threaded pipe end connection . The back of the flange shall be prepared prior to the application of the sealant . 5 . Provide finish coats , which are compatible with the prime paints used . Contractor shall be responsible for the compatibility of all shop primed and field painted items. Furnish information on the characteristics of the finish materials i proposed for use to ensure that compatible prime coats are used . Provide barrier coats over incompatible primers or remove and reprime as required. Notify the Engineer in writing of anticipated problems using the coating systems .. as specified with substrates primed by others. 6 . Surface Preparation: a . Clean ferrous surfaces that have not been shop-coated of all oil , grease , i dirt, loose mill scale and other foreign substances by near white blast cleaning , complying with SSPC-SP 10. 5 .Treat bare and blasted or pickled clean metal with metal treatment wash coat, prior to priming only if recommended by the paint manufacturer. i b . Touch-up shop-applied prime coats , which have damaged or bare areas , with primer recommended by the coating manufacturer after commercial blasting complying with SSPC-SP 6 . TECHNICIAL PROVISIONS TP - 71 FAFngineering%Capital Projects102094th Street Bridge Over Coach Ditch10209-4th Sheet Bridge Over Coach 07-20-0610209 Technical 10010 7 . Paint Schedule , Product and Manufacturer: Provide one of the following : a . Tnemec: ( 1 ) Shop Primer: 66- 1211 Epoxy - 1 coats , 3 . 0-5. 0 dry mils per coat, 180-300 square feet per gallon per coat. (2) Field Primer or Field Touch-Up : 66- 1211 Epoxy - 1 coat, 3 . 0- 5 . 0 dry miles per coat, 180-300 square feet per gallon . (3) Finish: 66 H . B . Epoxoline - 2 coats, 3 . 0-4. 0 dry mils per coat, 225-300 square feet per gallon per coat. b. KOP-COAT: (1 ) Primer: 340 Gold Epoxy - 1 coat, 1 . 5-2. 0 dry mils per coat, 285-385 square feet per gallon per coat. (2) Intermediate : Hi-Gard - 1 coat, 4 . 0-5 . 0 dry mils , 230 square feet per gallon . (3) Finish : 1122BRS Polyester Polyurethane - 1 coat , 1 . 5-2. 5 C. MAB Paint: ( 1 ) Shop Primer: Ply-Tile 520-W-45 - 1 coat, 2. 0-3 . 0 dry mils per coat. (2) Field Primer / Filed Touch-up : Ply-Tile 520-W-45 - 1 coat, 2. 0- 3.0 dry mils per coat s (3) Finish : Series 031 Ply-Tile 520 HB Epoxy - 2 coats , 6. 0-8 . 0 dry mils per coat, d . Or. equal . .., 8 . Pipe Color Code: Submit color sample for approval Pipe Line Color Finished or Potable Blue Sewer (Sanitary or Other) Green Payment shall be made under: Item No . 1600-900 - Watermain Removal 20" or Less — Per Linear Foot. Item No. 1610- 140 - Water DIP Fittings (Standard) — Per Ton . Item No. 1613-140-121 — 12" DIP WM ( Push-On Joint) — Per Linear Foot. Item No . 1619-1 - Sample Points — Per Each �. Item No . 1621 - 140- 121 — 12" DIP WM (Flanged Joint) — Per Linear Foot . Item No . 1642-111 -13 - 4" Gate Valve — Per Each. Item No. 1642- 111 -21 - 12" Gate Valve — Per Each . ., Item No. 1643-700 - Valve Box (Adjust and Modify) — Per Each . Item No. 1647- 1 -21 Air Release Assembly — Per Each . Item No. 1648- 1 -9 - 2" Blow Off Assembly — Per Each Item No . 1648-100 - 12" Linestop — Per Each Item No. 1692- 1 -21 - Mechanical Joint Restraints (12" WM) — Per Each + + END OF SECTION + + TECHNICIAL PROVISIONS TP- 72 EAEngineering\Capital ProjectsT0209-41h Street Bridge Over Cooch Ditch\0209-4th Street Bridge Over Cmch 07-20-06\0209 Technical i Dmvmm n ,K Florida Erosion and Sediment Control Inspector's Manual ' Construction Specifications Straw bale drop inlet filter 1 . Bales shall be either wire-bound or string-tied with the bindings oriented around the sides rather than over and under the bales. 2 . Bales shall be placed lengthwise in a single row surrounding the inlet, with the ends of adjacent bales pressed together. (See Plate 4.08x) 3 . The filter barrier shall be entrenched and backfilled . A trench shall be excavated .. around the inlet the width of a bale to a minimum depth of 4 inches (10 cm) . After the bales are staked, the excavated soil shall be backfilled and compacted against the filter barrier. (See Plate 4.08b) 4 . Each bale shall be securely anchored and held in place by at least two stakes or rebars (See p. 4- 17) driven through the bale. 5 . Loose straw should be wedged between bales to prevent water from entering between bales. 6 . Gravel may be spread around the bales to improve stability. (See Plate 4 .08c) Fabric drop inlet sediment filter 1 . Fabric shall be cut from a continuous roll to avoid joints. 2 . Stakes shall be 2" x 4" (5 cm x 10 cm) wood (preferred) or equivalent metal with a r minimum length of 3 feet (90 cm). (See Plate 4 .08d) 3 . Staples shall be of heavy duty wire at least 112-inch (13 mm) long . 4 . Stakes shall be spaced around the perimeter of the inlet a maximum of 3 feet (90 cm) apart and securely driven into the ground minimum of 8 inches (20 cm) . A frame of 2" x 4" (5 cm x 10 cm) wood shall be constructed around the top of the stakes for proper stability. 5 . A trench shall be excavated approximately 4 inches (10 cm) wide and 4 inches (10 cm) deep around the outside perimeter of the stakes. (See Plate 4 .08e) .r 6 . The burlap shall be stapled to the wooden stakes, and 8 inches (20 cm) of the fabric shall be extended into the trench. The height of the filter barrier shall be a minimum of 15 inches (38 cm) and shall. not exceed 18 inches (45 cm). • 7 . The trench shall be backfilled and the soil compacted over the burlap . 4-38 Chapter 4 - Best Management Practices for Erosion and Sediment Control r r A r f r IL ORATE L ..gyre r A \ r PLAN VIEW SEGUKLY TO ?Xf Yio v TOF FRAME I�OESSAW M% MM CVBI;LA nwo - foil 5TASIUTY FAEMC TO NEXT 5TA V � �DNDIN6 HT, i � r Zx4 AOOD FXAMC 1w 4 51D1:i or D.I. r 3�" MAx J 11" MIF. / �' SECTION A- A r !. DF[)P INLET 9E'69M�NT DARR[en Af2E TO M 4. 7Ve Top -CF '14-e FRAME (PONRING NCI¢}fT) r VqW rrcm SNALL, NYA7LLT LtYEL DRAINhOr M1St Be YlJ..L $£LOY'1 TI1E 6Rt7LhL £LWA?I4}i' AWAS. (LEW TMN _ 5W DaMeLOPE To PREVENT WINOFP FROM $Y- Z. 115E 2X4 yVo:7D Olt eWVALtSIT METAL STAKES, PAeSIN® TFIE IKMT, A• TEMpoRAIZY D}KE MAY MIN. LEN&TH) - M NB rv^RY ON THE DO•M SA-0PE 51D2 Ox r 8. MTALL 1%,4 Nk70D TOP MAM TO INWIM Tl� 5'fFJJG7VRE, gT OU'rY. Plate 4.08d Silt Fence Drop Inlet Sediment Barrier Source: Erosion Draw r 4-39 4w APPENDIX A PERMITS �. ATH j I BEET 1 COOCH UI T CH dw i � I r � ■ ■ ■ 1 i i i i i i i / / � � � ■ ■ • • M Florida Erosion and Sediment. Control Inspector's Manual 2 X 5 • WnnD :RAKE DRCIP INLCT WLTH GRATE 3' MSN. I I GATHCR EXCESS I • ( I - - �"' n' . CQRNERS Para pediveVtews a STAKE I E4SRSC k 1' KIN. p tfal � Elevalion of Stake and s Fabric �riantaion Detail A � ,�paclfra oortcation This method of lnlat protection is apprmblawherethe inlet drains a reladvely NO area (slaorce no greater than 5%) where the inlet sheet or avarland floras ( not exceeding i e f.s.) are typical. The method shall not s apply to 1Mats recelving concentrated flows, such . ea in street or highway medians. r Plate 4.08e Filter Fabric Drop Inlet Sediment Filter Source: North Carolina Erosion and Sediment Control Manual Gravel and wire mesh drop inlet sediment filter '� 4-40 Chapter 4 - Best Management Practices for Erosion and Sediment Control 1 . Wire mesh shall be laid over the drop inlet so that the wire extends a minimum of one i foot (30 cm) beyond each side of the inlet structure, Hardware cloth or comparable wire mesh with 112 inch ( 13 mm) openings shall be used . If more than one strip of mesh is necessary, the strips shall be overlapped at least 1 ft . (30 cm) . 2 , FDOT No. 1 Coarse Aggregate ( 1 .5" to 3 .5" stone)(4 - 9 cm) shall be placed over the wire mesh as shown on Plate 4.08c. The depth of stone shall be at least 12 i inches (30 cm) over the entire inlet opening . The stone shall extend beyond the inlet opening at least 18 inches (45 cm) on all sides. (See Plate 4.08f) i 3 . If the stone filter becomes clogged with sediment so that it no longer adequately performs its function , - the , stones must be pulled away from the inlet, cleaned and replaced . NOTE: This filtering device has no overflow mechanism . Therefore, ponding is likely especially if sediment is not removed regularly. This type of device must never be used where overflow may endanger an exposed fill slope. Consideration should also be given to the possible effects of ponding on traffic movement, nearby structures, working areas, adjacent i property, etc. i id" MIN .—+I GRAVEL. (12' MIN. DEPTH) i RUNOFF WATER Win SEDIMENT i , t dS11J� I y . �aQ c YORE MES'r SEOIMcNT FILTERED WATER x,"=��� deorrratien Tnis method of inlet protecrion is'appiimbla wham howy curieentratad Bons are exp eciBd but nett where pontdng around the struetura might c=ae exee3aiee1wrWience or damage to adjacent structures and unprotected areae. • Gmvul Shau b® vDoT *am =S7, or Ks 0o " Agt7rogme- � Plate 4.08f Gravel and Wire Mesh Drop Inlet Sediment Filter Source: Virginia DSWC 4-41 9HAIRE, QUINN, CANDLER & CASAIINO - Attameys s� CARTER ASSCCIATSS - Surve}ors & Engineers - INDIAN RIVER FARMS WATER CONTROL DISTRICT 4400 203i sar_c VERO BEACH, FLORIDA 32966 Phone: (772) 562.2141 Fix: (772) 562-2532 r DAVIDEGUNTER Board of Suver mn Seaernry-Tressarer W. C. GRAVES, IV SCOTT W. LAMB= i MARKTRIPSON August 16, 2006 IR DD _ Indian River County HUli 18 ZUOfi 1840 25' Street INDIAN RIVER COUNTY Vero Beach, FL 32960 ENGINEERING DI \MSICN .. Attn : Michael Nixon, P .E . Re: Permit 404-75 Bridge Replacement on 4t' St./Gooch Ditch .. Dear Mr. Nixon: Please accept this letter as an approval for an extension of the above named permits until May 31 , 2007 . Please attach this letter to the original permit. If you have any questions or need any additional information, please do not hesitate to contact our office . Sincerely, Deborah Vaughn _ Administrative Assistant cc : Marvin Carter, Carter Associates, Tnc , • • SPECIAL CONDITIONS FOR PEP241T NO. 04-^, 5 FOR 4T" STREETICOOCH DITCH BRIDGE REPLACEMENT .r 1 ) Approval of this permit based on 60% submittal plans (dated November 2004) prepared by Brian Good; P .E. (ICimley-Horn and Associates, Inc.) as submitted with permit application. • 2) Construction of this box culvert structure shall be scheduled during the dry season (December through May) and . a constriction schedule/plan developed and coordinated with Mr. David Gunter, Superintendent of the Indian River. • Farms Water Control District, to address stormwater discharge by-pass during construction. r 3) The bottom of Cooch Ditch shall Jbe cleaned and graded through a transition length of sixty (60) feet (from invert grade of box culvert to existing ditch grade) upstream and downstream of proposed box culvert. • 4) A copy of 100% approved final plans shall be submitted to Indian River Farms Water Control District prior to construction. 5) An as-built/location certification of the proposed facilities approved in this • permit shall be submitted within thirty (30) days of installation/completion. (See Standard Proviso #12 on back of permit). • • • • i i I:%ffiMSPEC COND-PROVISOSIspecial conditions 404-75.doc Florida Erosion and Sediment Control Inspector's Manual Block and oravel droip inlet sediment filter 1 . Place concrete blocks lengthwise on their sides in a single row around the perimeter of the inlet, .with the ends of adjacent blocks abutting . The height of the barrier can be varied, depending on design needs , by stacking combinations of 4 inch , 8 inch and 12 inch (101 20, _ and 30 cm ) wide blocks . The barrier of blocks shall be at least 12 inches (30 cm) high and no greater than 24 inches (60 cm) high : 2 . Wire mesh shall be placed over the outside vertical face (webbing) of the concrete blocks to prevent stone from being washed through the holes in the blocks. Hardware cloth or comparable wire mesh with 112 inch (13 mm) openings shall be used . (See Plate 4 . 08g) 3 . Stone shall be piled against the wire to the top of the block barrier. Suitable coarse aggregate shall be used. (See Plate 4 .08h); 4 . If the stone filter becomes clogged with sediment so that it no longer adequately performs its function, the stone must be pulled away from the blocks, cleaned and replaced . 5 . As a very temporary alternative, pervious burlap bags filled with gravel may be placed around the inlet provided that there are no gaps between the bags. (See Plate 4. 08i) 6. Either of these two practices may be installed on pavement or bare ground Sod drop inlet sediment filter 1 . Soil shall be prepared and sod installed according to the specifications in SODDING Section 6 :67 (ES BMP 1 .67) . 2. Sod shall be placed to form a turf mat covering the soil for a distance of 4 feet (1 .2 m) from each side of the inlet structure . (See Plate 4 .08j) Prefabricated drop inlet internal filter bag (ACF Silt Sack) ' 1 . Remove the grate over the catch basin and insert the filter device, then replace grate to hold the device in position . 2. When sediments have accumulated to within one foot (30 cm) of the grate the filter insert must be removed by a front-end loader or forklift. The filter may be discarded and replaced or it may be emptied, cleaned , and reused . NOTE: This segment does not constitute a product endorsement. " . 4-42 Chapter 4 - Best Management Practices for Erosion and Sediment Control A CAR AM SRAM 4rS R� V X. C ' c 4.16 , •�6 s e o •4.O0 LONGR ,� a4 SRAVEL. 9AG *=ILL 00 r C A PLAN VIEW GO11GS 1'.` 5L0GK—, . Fzf:7ER rA6RS .468 OR T Pi7ilG � a�,AYL $AGKP!' n✓tias_oPO�OIINO HT, w ' _ yG e aRoP iNLZT i i SECTION A - A NOTES. - 5. THE -0P OF THE sTt FW Uri !POWD 6 HPi6HT) ` I, D�1JP fA4.5T 5EDIToMhT 8,4RRIT ^FM 70 J•LGT 5E rMwL 9ELOiN THE GROUND E_EVATION L5W POR 5MA" tcT= nbr LEYEL 7RRINA65 7OV*;6LOPE TO ?REVENT RUNOPP PROM'I 5Y- AIZ.45, (LE55 THAH 5%) PA55 - 46 T+IE INLET, A TEM F RRARby' 12IKE ' SA7 2 EXGAVAM A BASIN OF SUFMCIONT S.L 5r- }eGE55AFc` JN T+M T70045LOPE 5I'DE aF ADJTO THE 01540PT 0P DiL.E . ' Af.� +O 9TRI:TV1 i Plate 4.08g Block and Gravel Drop Inlet Sediment Filter ` Source: Erosion Draw 4-43 ` r a ` 4tT� efiF4 . ar�"fe' kdj �rdy' �1 ':5 '4Ad ,,' 'Yf^ + (continued) a dlit5 MAJ 2. Laccept full responsiliilityfor a y e o c ? 40.4 ng in the Districts canal or levee due to my work q .. . It A I . .u .i � and l shallf retitoVe. of repair same p f jno expenseto the District; and I will prevent the discharge: f ani: fiy'aeinths or aquatic MON the Dishict's canal Brough my connection. � � �< ° ; '? rna� > Exa1titathmt�tl11= aita� �s of istnct eq tipfdent or veN es wtthaut securing proper audiorizadon thereof. + : 4. �t�is�tribA- understood and agreed that any other requirements of the District qre binding upgn meG,thb I application, and I do hereby indicate acceptance of this notice thereof. . 5: it is f srthe} undetstve ` Genefited by tllts.r4 ate; oi"ma �,.s zbjecit dd to fioedir g ddringpe od35`9 h a r to h��a'��'� s or other acts of God, and that tite permit will i - -ue aeeepted "srrl jceAg"' uQa9 'b'iit'�'PAMI7s recognized notto be within the conttnl of the District. dd 1 . Eer A tree assumes,full tespor sibility:for any consrrirctibn, operation fir maintenance of District property or right-of-w,aS3 l epf §gyttis:E. fta� d a. s@Yf<�[ lot€?tl, .dd,1. ! (f?. trxP@l >t44 'damage or claim id regafd. ttieteto; aiie- 3i'strict assurhes an� stiall'have no liability in connectiott ttierewith. + I:gD �H: ; S t ;af ;r. ' .lE1A: ia. WI i-: � i ya{xIa <;S •;a t. n=.tanta•� z .:ry.-a��;(J:aq I 2. This Permit ms not be assighe or ad ettedgo a:ttur arty and any transfer of Perrriitt8e s property abut, ting District%§#koperty orrigtiFaofa u2} :sitallr psefa¢tdtaad.,with6O =. vetiearteeianmkliff}E`and revoke this . Permit. - I f ::, A'.1t) 5 .:V wx tIA,4Ig ii Al tt . ,Z_ This Perrt�,}t'ds-si�bjec[ always to the paramount uract right of the Distto„l;eeptan¢tiligtnba'ItLftgLsdrainagedistrict functions and o�leratiohs, and is subject to revocation and cancellation upon thirty days' notice from District to Pemiitfee:; ' � . .. ......_ _ + 4 In gayer ptjsliall tlie�Dis � ,%be lta a fo{Fauyr upages'done or c, to ed bI . y the Dist cj, 4&q;A L} Public, ,p j Permid. ttpe Fag e or is a 6g ;'Pf g�c p' ° cry stt)fjeq� tq fll#g114 ,A . l{t ,and Pertnittee shall save[He utnce i o tcers, agehts shpernsols an employees .t er�ile�s frpm ark c00 charge or expense + j , -' � of cliiiiri or de ana o�`any person a g -t -.Iwo$ G ; ` gifroa �Pe - e 'we- of the property of righfl-of-way subject to flus permit. �errmttee s ] at any time upon request of istnct;provide ,;,lita�3i �eeSJdaSStfaetar to DlfiaPlaahs#i6Ytins4Fieaytt �dri s !at3€1_�rjthPani as maybe required hY D stripy k7rotee[ipgziie iptefssts q$ ispaey and natg,ng! T isttiel�ag a41 )0 ,4onal in- suretl.-_•-.-- - _ sr : 6tFAT - -- - 5, The District mat, ou thirty days' writtennoticefo Perinfttee, require removal'aitdlor a'r#&Elibb�dt4 iy instal.,� lation or constry'ction on District right-of-way. + 6: . - 'tiny construction on' District right-of-way orpropetty sfid ele3yifr��sEiilj�ie+dbin�li?le'��prcS'�ti�+`9iy Perin it � tee and in a workmanlike manner with mjnimury dist�an� to ting rmm Fhangel sl s and grade with �i proper restomtidn and pl roti . if i�` turbEd e event erosYdnl�ifkl a ten after contpietion of construction or installation. 7-.. .. ..Pemrittee.shalLadvise..DtstucG"s bptiotYt3=udfrllM$H6YiR@rat dd$' Vp6l1i'Ltlih}lll&iBiil 4Ndltctioti. I _ (562-2141) + 8 Permittee shall not discharge airypiltagtar � tgtjxd}tsrmaterf. lgdrtttpr349t[ucu»s 6%vn d orviaintdined by or subject to the jurisdiction-6fl7istrict, norpeunit anything to obindir [ ilia flow of r 't, ate t iH Hi{P] d�4ilt f lSti l fdf <" p ity ek ie eTbs I3r fl get Dlsh3�i uo ttheis.by any nr:n �uvhcdisc5�rElr�bstregdS .kgairlyi_tPrhyidirhilt�l� pt5rtcjlf2§ 9jistrict + .1:1= n � zt .:, ' . tT9i„ ^ :;� . LS .4 �.r h[ 1 , •�:� SQL 9. , ly upon de- wand{ fe any teung or other costs or expenses to'Distria associated_WittCtiftit'lsl $'7¢l.l?L�ittE 's use of !0; Appllbtirzs btibned dial electritl, amt€ hdd 'shwei�P athe� ' int8lIatlons"'or util ieIdlie locnEed witnm the construction area, and applicant shall use diligent effnrts to first dt:tec[ and lo*a5u6h instal - `^ jatinrrs-and•sha�ltcoofdimmecdnstrunnon wsthaljrotherihwfrrl users' of sit"ball be 1 • * its" + liatrle for all daGiagesptoximate,�y„r�esulhng- znm itsvnlrrereiiice witlisor interruption of services provided by other lawful ghtaf way user" - v 1.1,'r rT7na 3erxpic giiaN4laa bnstderer#tE6ttberatl Erse only;.ford-the limited purpose of installation, -placement and + mazntenanceof {he idiprove' ttikiitSecified o¢>thcfap ` '',reof;.pnd does not convey any other right, title or interest of the District uh`, ;� cre i ltl: 4n as 1ShclFflScatiSn `c'ett�fitation'$� a1T ciilvertlstmcUi[e installations within the District scanals/tight-of- way shall be performed by a FloridaRegistered ProlessioiialSurve or and Mapper on form provided by the District, and submitted to the District within thirty (301days follo '"deo i lei~iotr':of-inatalfa4rovid by i e certification is dor received tui{hhUAW-M it k e { �i�haG�a 'c�tiofi completed az ovkner/applicants expense or order removal of the i a ail t' sir I. YTx ? mss- i 'i e * r3 L INDIAN RIVER FARMS WATER CONTROL 4400 20th Street s Vero Beach, Florida 32960 9LC Q 7004 (772) 562-2141 V APPLICATION FOR CONNECTION-10 OR USE OF D P1 Date: A, Applicant Information: Name: pidia2 River QXMty Address: 1840 .5t . V ra BM rah Ff: 32960-336 _ Authorized Agent and Title: Jim Davis . Public Works Director Telephone Number. 967-ROOD i I B. Proposed Connection or Use: (check appropriate box or boxes) NON-REFUNDABLE CI Culvert connection to District canal for irrigation or drainage $100.00 ❑ Pump connection to District canal for �rigation or drainage $300.00 C�t Culvert and/or control structure in District canal for crossing ft and/or water storage $200.00 CI Other (specify) $100.00 C. Location: Tract., Section 1c; Township 37A Range 3qR Canal No. Other appropriate description: Brim rani aranont on atfi ct- rnmr QMch tlitQb Property I.D. Parcel No. : . Aithch dra 'wing to show details (include acreage to be served) . D. Details of proposed Construction: (Give diameter and length of culvert; diameter and razed capacity of pump; height and width of riser or other details on water control structure.) Rep1aCE. exist+ nn vehicular badge & wooden pedestrian bridge with vm-cast bos culvert:- E. Special Conditions: (for District use only) - rr F. Estimated Date of Construction Commencement, 3/01 /05 Estimated Date of Construction Completion: 3 /01 /06 G. As the Applicant for permit, I do understand and agree that: �. 1. The use of; or construction within, the dght of--.way of the Indian River,Fatms Water Control District will be is accordance with the details of the approved sketch and/or permitoconditions shown hereon, supporting this application; and if any changes are required, same will be cleared with the District. oft (Continued or Reverse hereof) Signed:' Date 0I `�_ 1 r A an[ (For District Use Only) - Application approved by: GGL for the Indian River Farms Water Control District _ Application approved by: _ _ for Carter Associates, Inc., Engineer for District Date of approval: Expi mdonDateofthisapprovedapplication: 3 ^ 0 +� '- �6. _ <,. To pg �, �s. r• ,,.. ,.��Gg � !i PERNIISSION; WHEN GRANTED, WILL BE SUBJECT TO TIM STANDARD PROVISOS. SET FORTH ON THE REVERSE HEREOF. 111. 7 ��••�����'' '' � }� t:faA l��y�a�i•�.�' Tia' S*''�- �� /f��4r�! Mi SCREEN CDjqCRETE i FILTER Iii SCREEN a- v WATER • - - -. . ®� MWITH t�► 0 DROP INLET WrTH CRATE Slasa N� ��kl�tiElfl tea• a R Application Ili; prevent excessive ponding around the structure. FDOT *ZI, #357, or iii Coma Aggmpls. Chapter 4 - Best Management Practices for Erosion and Sediment Control 1 3%kyp . Pilo V ffR=+41EY I P.AZ l9`1JEtG 3.174 3/�-AGi 9iP!£1W PJffO A irNr �41�t PG�$lEA i�' -ff CJOEr 9.[AtS I� r. ppp l j A ,, , > OFEq NU7 V:ni 4Nr 3]i:fP Bta � m+�hE'sL bET T9KS DYE-GW !t9+1 h My 24 =fS 'sem�ca�a.� � n[, r� tis Mx n� s Nraes rea+ 7 A Ii38E LMV W GLS F9.it7t EA3' hiE L1z7. Ye[UICRM r _ T-W QPS t r vCiil t� 'f LO1F.R �+'='q LI' mo P'' � TD I nary'+ ASA 'Ch"� • FLT= SUV CRUSS-SEC7MN AA SME V Ely+ CONCRETE BL7CKG FILTER GRAVEL FILTER Br,JS N-7=- �L7::RS MAY BE USED DN P4VEN.EN7 M BAR= 7:3U Plate 4.081 Gravel Filters for Area Inlets Source: HydroDynamics, Inc . Prefabricated drop inlet external filter (Suntree Isles Grate Inlet Protector) 4-45 r _ Department . of Environmental Protection Central District Colleen Castile Jeb Bush 3319 Maguire Bouievard, Suite 232 Secretary Governor Orlando, Florida 32803-3767 i Notification of Use of General Permit SENT BY E-MAIL Permittee: Gordon Sparks, Indian River County Utility: Indian River County - Engineer: Brian Good, P.E., Kimley-Horn and Associate, Inc. Permit Number: WD31-0039206-522 Project Name: 411 Street Bridge Crossing County: Indian River Project Description: 12-inch main crossing the Cooch Canal. To the Permittee: Gordon Sparks, Environmental Engineer In response to your request, this document is to advise you that the Department has received your notice of intent to use a general permit as provided in Chapter 62-555, Florida Administrative Code (FA. C.), to construct a water distribution system extension and is not at this time objecting to your use of such general permit. Please be advised that you are required to abide by all conditions in Chapters 62-4, _ 62-550, 62-555, the general requirements for general permits, and Rule 62-555.410, F.A. C. - A LETTER OF CLEARANCE MUST BE ISSUED BY THE DEPARTMENT PRIOR TO PLACEMENT OF THIS PROJECT INTO SERVICE. FAILURE TO DO SO WILL RESULT IN i THE PERMITTEE BEING SUBJECT TO APPROPRIATE ENFORCEMENT ACTION, To obtain the clearance letter, the engineer-of-record must submit a "Request for Letter of Release to Place Water Supply System into Service" [DEP Form 62-555 .900(9), FAC.] (attached), a copy of this letter and _ satisfactory bacteriological test results (with chlorine residuals indicated) taken on two consecutive days from the proposed main at point near each of its two ends. Water sample forms must indicate specific reqmmendearlVocati number above. char , E. s Manager — Drinking Water PrograpoPO i Date: RSL/ohm/jo g-sparks(c�r irceov.com: briar Zood(atlflmiey-hcr" oom ; i S years Marc Pro[ecnan, less Prxess " i F Notice Of Rights ` Certificate of Service r 1 HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U . S. Mail to : ` Indian River County ` 1840 20th St Vero Beach, FL 32960 r At 4: 00 p. m . this 22nd day of February 2005 . Q2c Division of Permit 0 t rvices r Gloria Lewis, Dir r r St. Johns River Water Management District Post Office Box 1429 Palatka, FL 32178-1429 (386) 329-4152 ` Permit Number: 40-061 -96235- 1 r i r r r r Florida Erosion and Sediment Control Inspector's Manual 1 . Place the device over the inlet. If the inlet has a grate, the device shall be secured to the grate by means of along toggle bolt. If the grate is not present, the device shall be bolted directly to the concrete . 2 . Sediments shall be removed when they have accumulated to within one foot (30 cm) of the top of the device. The filter fabric elements shall be cleaned or replaced at that time. ,. NOTE: This segment does not constitute a product endorsement. Gravel curb inlet sediment filter 1 . Hardware cloth or comparable wire mesh with 1 /2 inch (13 mm) openings shall be placed over the curb inlet opening so that at least 12 inches (30 cm) of wire extends across the top of the inlet cover and at least 12 inches (30 cm) of wire extends across the concrete gutter from the inlet opening. (See Plate 4.08k) 2 . Stone shall be piled against the wire so alto anchor it against the gutter and inlet cover and to cover the inlet opening completely: FDOT No . 1 Coarse Aggregate shall be used. 3 . An overflow weir can be constructed of 2" x 4" (5 :x 10 cm) boards to lessen ponding from this practice. (See Plate 4 .08L) 4 . If the stone filter becomes clogged with sediment so that it no longer adequately performs its function, the stone must be pulled away from ,the block, cleaned and replaced . - Block and gravel curb inlet sediment filter i 1 . Two concrete blocks shall be placed on' their sides abutting the curb at either side of the inlet opening: 2 . A 2" x 4" (5 x 10 cm) board shall be cut and placed through the outer holes of each spacer block to help,keep the front blocks in place. 3 . Concrete blocks shall be placed on their sides across the front of the inlet and abutting the spacer blocks . (See Plate 4 .08m) 4 . Wire mesh shall be placed over the outside vertical face (webbing) of the concrete blocks to prevent stone from being washed through the holes in the blocks . Hardware cloth with 112- inch (13 mm) -openings shall be used . - ., 5 . FDOT No. 1 Coarse Aggregate shall be piled against the wire to the top of the barrier. 4-46 ErosionChapter 4 - Best Manaaemerit Practices for . A b 11 0 ,11 A.� FWR 1 —MOT MOE smabs or . EAZI4 SIDE OF TW DROP IN= WITH _, , THIS 11=11-11-,I!IJQIL�II�lajai:��al:{�3111—��9i.ii11—.Ji�ill — — 1--11=11=11-11=11—It—if= --11�iF.It t1:IL11�I I1 EIJf t1=11=f1= 11 • METHOD • . i• MULF,'H MATERIAJL UNTIL PERMANENT • + Plate 4.08J Sod Drop Inlet SedimentFilter source: DSWC 447 A Aw Notice Of Rights 8 . An applicant with a legal or equitable interest in real property who believes that a Disfrict permitting action is unreasonable or will unfairly burden the use of his property, has the right to, within 30 days of receipt of notice of the District's written decision regarding a a permit application , apply for a special master proceeding under Section 70. 51 , Florida Statutes, by filing a written request for relief at the office of the District Clerk located at District headquarters , P . O, Box 1429, Palatka, FL 32178- 1429 (4049 Reid St. , Palatka, a Florida 32177) . A request for relief must contain the information listed in Subsection 70.51 (6) , Florida Statutes. a 9. A timely filed request for relief under Section 70. 51 , Florida Statutes, tolls the time to request an administrative hearing under paragraph no. 1 or 2 above (Paragraph 70 .51 (1 0) (b) , Florida Statutes) . However, the filing of a request for an administrative hearing under paragraph no. i or 2 above waives the right to a special master proceeding (Subsection 70 . 51 (1 0)(b) , Florida Statutes) . a 10 . Failure to file a request for relief within the requisite time frame shall constitute a waiver of the right to a special master proceeding (Subsection 70 .51 (3) , Florida Statutes) . .. 11 . Any substantially affected person who claims that final action of the District constitutes an unconstitutional taking of property without just compensation may seek review of the action in circuit court pursuant to Section 373. 617, Florida Statutes, and the Florida Rules of Civil Procedures ; by filing an action in circuit court within 90 days of the rendering of the final District action , (Section 373.617 , Florida Statutes) . 12. Pursuant to Section 120.68 , Florida Statutes, a person who is adversely affected by final ' District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to the Florida Rules of Appellate Procedure within 30 days of the rendering of the final District action . 13 . A party to the proceeding before the District who claims that a District order is inconsistent with the provisions and purposes of Chapter 373, Florida Statutes , may seek review of the order pursuant to Section 373. 114, Florida Statutes, by the Florida Land and Water Adjudicatory Commission , by filing a request for review with the Commission and serving a copy on the Department of Environmental Protection and any a person named in the order within 20 days of adoption of a rule or the rendering of the District order. 14 . For appeals to the District Court of Appeal , a District action is considered rendered after it is signed on behalf of the District, and is filed by the District Clerk. _ 15 . Failure to observe the relevant time frames for filing a petition for judicial review described in paragraphs #11 and # 12 , or for Commission review as described in paragraph 913 , will result in waiver of that right to review. a a a Notice Of Rights 1 , A person whose substantial interests are or may be determined has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District) , or may choose to pursue mediation as an alternative remedy under Sections 120 .569 and 120 .573, Florida Statutes, before the. deadline for ' filing a petition. Choosing mediation will not adversely affect the rights to a hearing if mediation does not result in a settlement: The procedures for pursuing mediation are set forth in Sections120 . 569 and 120. 57, Florida Statutes, and Rules 28-106. 111 and 28- 106..401 - .405, Florida Administrative Code. Pursuant to Chapter 28- 106 and Rule 40C- 1 . 1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at District Headquarters, P . D. Box 1429, Palatka, Florida 32178-1429 (4049 Reid St. , Palatka, FL 32177) within twenty-six (26) days of the District depositing notice of District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21 ) days of newspaper publication of the notice of District .� decision (for those persons to whom the District does not mail actual notice) . A petition .must comply with Chapter 28- 106, Florida Administrative Code . 2. If the Governing Board takes action which substantially differs from the notice of District decision, a person whose substantial interests are or may be determined has the right to request an administrative hearing or may choose to pursue mediation as an alternative remedy as described above. Pursuant to District Rule 40C- 1 . 1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at the address describedeabove, within twenty-six (26) days of the . District depositing notice of final District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21 ) days of newspaper publication of the notice of its final agency action (for those persons to whom the District does not mail actual notice) . Such a petition must comply with Rule Chapter 28- 106, Florida Administrative Code. 3. A substantially interested person has the right to a formal administrative hearing pursuant to Section 120 .569 and 120.57( 1 ) , Florida Statutes, where there is a dispute ., between the District and the party regarding an issue of material fact. A petition for formal must comply with the requirements set forth in Rule 28-106.201 , Florida Administrative Code. _ 4. A substantially interested person has the right to an informal hearing pursuant to Sections 12-0.569 and 120 ..57(2) , Florida Statutes, where no material facts are in dispute. A petition for an informal hearing must comply with the requirements set forth in Rule w 28-106 .301 , Florida Administrative Code . 5. A petition for an administrative hearing is deemed filed upon delivery of the petition to the District Clerk at the District headquarters in Palatka, Rorir-ja, 6 . Failure to file a petition for an administrative hearing, within the requisite time frame shall constitute a waiver of the right to an administrative hearing (Section 28-106. 111 , Florida Administrative Code) . 0 7. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, and Chapter 28- 106 , Florida Administrative Code and Section 40C-1 . 1007, Florida Administrative Code. r s Florida Erosion and Sediment Control Inspector's Manual 1 GRAVEL .1LTER ' tx RUNOFF WATER WIRE MESH FILTERED WATER -k CONCRETEGLMEt t2" CURB ±NLE7 i Speck A011cation This method of inlet protection is applicable at curb inlets where ponding In tront of the structure is not likely to cause inconvenience er damage to adfacent structures and unprotected ares. Gravel Shag be VCOT 43 . *357, or #5 Goatee Aggregate. s i Plate 4. 08k Gravel Curb Inlet Sediment Filter .T Source: Virginia DSWC awl 4-48 Chapter 4 - Best Man aqement Practices for Erosion and Sediment Control GRA1^.,• d' Irr,7tlLtl.� SPAG1lV'u OF r x 4' SPACERS 2" X Ar AHCMRS - EMERGENCY OVSFLOW lea `' . Parapective View r x + wear Z. x sPACER ^� SAND spa OR 2' MIMUM LENGYH ALTERNATE wa6Hr _ orr xa' r x V WEIR GRAYED!. } . •j Side Elevation z x ae• SPAM, VARE uwzi �, :� ;�; "�� • INLET SPECIFIC APPLICATION TO PIPE THIS METHOD OF INLET PROTECTION IS APPUCA$LE TQ CiJRa INLETS WINERE A STURDY, COWPACT INSTALLATIONIS ERGENCY OvERF� W CAAWTIES ARE MINIMAESEXPECT SIGNIFICANT PONDPNGU L, o WITH TKiS { UEASURE . ` GRAVEL SHALL HE YDOT COARSE AGGREUATE #a, . #557 OR #5 - r Plate 4 .08L Gravel Curb Inlet Sediment Filter with Overflow. Weir Source: M� nd a d Standards and Snecificafions for Soil Erosion aSediment Control 4-49 r onstruc •' clearly designate°Ut de the 1 m'ds of cotnstructione the ermittee must work .Prior to construction , p permit. i The permittee must advise the contractor that any including clearing , may be a violation of this p 23 .The pr°left must be constructed and Operated in accordance with the plans and information received by the District on November a, 2004• ected by the operation and maintenance ears ement system must be insp rmitted . if a required 24 .The stormwater mana°g ears after the compietion of construction and every two y once within two y stem is functioning as designed and PI ermitted, then within entity as designed and p tions Report on tarm 'number 4oC- thereafter to insure that the sy Cut of Compiiance . The Inspectionection the entity shah submit an ement System ection, reveals that the system is not functioning uired insp 14 days of that insp he for Stormwater Manag of e ch re ector, 42 900 (6) , Exoeptions Rep must maintain a recon telephone number of the insp ' ned and permitted ; and make such record ection , the name, address , normal business hours. operation and maintenance entity as desig including the date of insp stem was fun u st by the pistnct during • _ and whether the ection upon req available for insp • tion se of is permit not become effective the i 1 The complied awith hearrequirements of general condition 9 above , therD District determines the system to be in compliance with the permitted plans, and the entity approved by the District in accordance with subsections 7 . 1 . 1 through 7. 1 .4 of the Applicant's Handbook, Management and Storage of Surface Waters, accepts responsibility for operation and maintenance of the system . The permit may not be transferred to such an approved ` operation and maintenance erovai of the peruntil the mitted tted sy tem by the District,ration phase of the permit the permittee shall Following inspection and apomes effective.p it to the responsible approved operation and maintenance entity , request transfer of the perm if different ts from the perolc ittO , Utl the perm mne�nt and Sto age of Surface Waterit is transferred s, the permittee section be App liable for compliance with the terms of the permit. _ 12. Should any other regulatory agency require changes to the permitted system , the permittee shail provide written notification to the District of the changes prior implementation so that a r determination can be made whether a permit modification is required. 13. This permit does not eliminate the necessity to obtain any required feded eraithss termev ital andn special district authorizations prior to the start of any activity approved his permit does not convey to the permittee or create in the permittee any property n ht, or any p rty i9 interest in real propertyr nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee , or convey any rights or privileges other ` than those specified in the permit and chapter 4OC-4 or chapter 40C-401 F.A. C . 14 The shall arise nfrom z or liabilities which may by reason the activitiesauthored by thy and e permit ora Y use of ho permitted system. 15. Any delineation of the extent of a wetland or other n9 drfaocumentation , hall notbe water submitted as art of the all permit application , including plans or other supe considered specifically approved unless a specific condition of this permit or a formal determination under section 373. 421 (2) , F .S., provides otherwise . istrict ng within days of any conveyance, or 16 other transfer of ownership or control� The permitteshall notify the controlof he permitted s0ystem or the ealproperty at which the permitted system is located . All transfers of ownership or transfers of a permit are subject to the requirements of section 40C-1 .612, F.A. C. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale , conveyance or other transfer. 17. Upon reasonable notice to the permittee, District authorized staff with proper identification ` mple and test the system to insure conformity with shall have permission to enter, inspect, sa the plans and specifications approved by the permit, 18. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the District. 19 . The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate . 20 . This permit for construction will expire five years from the date of issuance. 21 . All wetland areas or water bodies that are outside the specific limits of construction _ authorized by this permit must be protected from erosion , siltation , scouring or excess turbidity, and dewatering . ControlFlorida Erosion and Sediment . w .5A.Crc or- CURB lee s �•� �v L•ri � ti•` w �'• •�A :•w �! iw�3�' �1M•kw �ir1 A r • `.�yiF��r +�� ��M k � . �•�` � w• x xv v , _ PLAN VIEW ! _ _ IRE _ G STLO f � SECTION ♦ _ r • ♦ _ w SffA 2 INLET IS LOCATED IN _ ♦ eI YqATL=R CAM I �R 5LOPIN` ! R ♦ R SEFARAM ♦' RUNOFF1 Plate 4,08m Block 1 1 r 1 r r / 1 1 / / 1 1 1 i 1 i . i i on completion of to lot or unit sales within the Proj ect served by the system , or up rQ osed to construction of the system , whichever occurs first. For those systems which are p p co maintained by county or municipal entities , final open atioerati n of the system sd maintenance °accepted must be received by the District when maintenance and °Pappropriate final documents by the local governmental entity . Failure to submit the referenced in this Paragraph will result in the per remaining liable for carrying out eration of the permitted and op system completed in phase or independent portion of the permitted system must be comp hose of g , Each p ermitted plans and permit conditions prior to thtneiP bion or pe accordance with the pucture located Completed in permitted use of site hase or independent portonfraStr1n of the system must be comp onsibility the system . Each p Permitted plans and permit conditions prior to transfer of resp accordance with the p for operation and maintenance of that phase or portion of the system to local government or other responsible entitya independent permitted system , or completion of construction of the p completion and 10 . Within 30 days after comp ermittee shall submit a written stateeindividual as .. portion of the system, the p certification by a registered professional engineer or other appropriateor 40C-1 . 181 (14) authorized by fare utilizing As Built Certification Form 40C 1 .181 (i 3} ,. supplied with this permit. When the completed system differs substantially from the permitted plans, any substantial deviations shall be noted and explained om shall serve to for inspection. The statement -Of completionby and as-built drawings submitted to the District. Submittal of the comp notify the District that the system o is ready individual as authorized by law, or certification shall be based °n on-site observation construction s authorized purpose la registered professional engineer, or other appropriate ervision) or review of as-built drawinroved plans and under of his or her direct supervision) in compliance with app determining if the work was completed be the permitted drawings revisedet°°1f�efa ons must be specifications. As-built drawing All changes made during construction- Both iabeledi asl asabuilV or " record' drawing . .. shown. The plans must be clearly a registered surveyor. The clearly surveyed dimensions and elevations shall be verified by following information , at a minimum , shall be verified on the as-built gates, ow 1 . Dimensions and elevations of all discharge structures including Pumps , pipes, and oil and grease skimmers;all es, connections to control structures, and points of discharge to the 2. Locations , dimensions, and elevations of ail filter, exfiltration , or underdrain systems including deanouts, p'p receiving waters; a areas r relationships of the st°rage area and the Permanent 3 Dimensions, elevations, contours , or cross-sections of all treatments ora sufficient to determine state-storage elevation for normally wet systems, when pool depth and volume below the control appropriate; sections of the 4. Dimensions, directions andnconveyancle ofrunofft es , or rthe oss treatment system; stem to determine flow 5. Dimensions,d le convey cooffnt to runoff agrades ,dthe Bross- actions of all conveyance systems 6 . Existing water elevation (s) and the date determined; and Elevation and location o benchmark(s) for the survey . ° EXHIBIT A" CONDITIONS FOR ISSUANCE F PERMIT COUNUMBER 40-061 -96235-1 INDTY DATED FEBRUARY 227 2005 ecifications and performance deviation from the permitted activity and the ,. 1 . All activities shall be implemented as set forth in the plans , s criteria as approved by this permit. Any at activity shall constitute a violation of this permit. conditions for undertaking th nts, exhibitsi and 2. This permit or a copy thereof,t the wlork site ete hof the permitted all conditions, activity The complete permit ` modifications, shall be kept ,at shall be available contractor tot the w the compork site ui� laterperm t prior Dto commencement of the shall require the activity authorized by this permit. g, Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards . erosion and 4. Prior to and during construction , the permittee shall implement and maintain ail - sediment control lotions of (best ate water qualitytstandards. requiredAprctices must be Hto retain ent on-site and to prevent violations ; Management (Florida Department accordance with the guidelines and specifications in chapter 6 of the Florida Land project Development Manual: A Guide to sound tLarearrorA rated by ter reference,: unless a prof of Environmental Regulation i988) , roved as part of the permit, in which case specific erosion and sediment control plan is app uire the practices must be in accordance additional measures during any phase of const is ucftion or operation to specific prevent egrosion or - those those specified in the erosion and sediment control plan , the control sediment, beyond � permittee shall implement additional best management practices as necessary, in accordancewit land andfWater Man gement FloridalDepartmen of Eorida Land nvironmental pment Manual: A Guide ect any erosion or shoaling that causes adverse Regulation 1988) . The permittee shall corr impacts to the water resources . iiment control on 5 . Stabilization measures shall bt of thefOr erosion and se, site where construction activities have temporarily areasisturbed • as soon as practicable in portions or permanently ceased, but in no case more ceased.the construction activity in that portion of the site has temporarily or Permanently ty authorized this 6 . At least 48 hours rhe District Constru tion Comment of encement Notice Form No.r4oC-4.900(3)permitteet, the shall submitected completion date. indicating the actual start date and the exp 7 . When the duration of construction will exceed one year , the permittee shall submit construction status reports to the Disse fostrict rms shall beon an ubmittbasis eld during izing an June of eannual ch year. Report Form No. 40C-4.900 (4) . an entity which will require an 3 . For those systems which will be operated or maintained by other r easementor maintain the system ,sucher teasem easement or provide deed restriction, together with anyt entity with the authority ryo operats as are by final operation ora int Hance documen Management and Ston ge subsections WatersTmust be 7 . 1 . 4 of the App royal . Documents meeting the requirements set forth in submitted to the District for approvacants Handbook will be approved. Deed restrictions, these subsections of the App easements and other operation and maintenance documents which require recordation ary of State or the Clerk of the Circuit Court must be so recorded prior either with the Secret Chapter 4 - Best Management Practices for Erosion and Sediment Control LEAVE # PRWJVi ELY 47 mi-Es ±£hm _ 133+,4 R-1 PDE W;EETER N AFMM C'R�RESE MPY& FILTER WPPMOVR Y &iii TTA IDL L7 IL= III 30WEV06 3/A-ro7 7:AEim P.!® TO tLw39vT S' MAVIL TTP IF WCRE'r -q am m Fcr a T W. a RA® APDRM NTk K SFPS =FROM r L t � 6 IIXF£S Ffm'7 L^L'i R Ilr` FLpfE 63A4 , FILTER . BW�Y A7yf p,, N: 3CQG F� FONT£ 3?;J.S 5n ARC STT Yd-Dat DRWy =VAM IN PEkr= I RPLAw 84= tIt rrUT1ETTC �C SAM w: 04"9404 7£90 ?PPI3iMTEl7 pL P4DgM D�YI VIS 6 IIZ'f5 rj e■L' M= SVA 1 WE DOE71.0iI PavEri=sir COr�cRETE wa_ s,' rAV�lr MEET 5 m44EL PLFM i':v41F_' =�iER f' m ara s�nin E3f=7£D AUZFF I �:cV COPS ANcY mil a . =S- SECTIDN AA F RI24T ViEv CONCRETE BLOCK F {LTErR E GRAVEL FILTER BAGS I NET E- GRAVEL FIL r ERS CP!s! BE USED ON PAVEMENT OR 3ARE CiROUNU �I Plate 4.08n Curb Inlet Gravel Filters Source: HydroDynamics, Inc. a 6 . If the stone filter becomes clogged with sediment so that it no longer adequately 'F 4-51 Florida Erosion and Sediment Control Inspector's Manual performs its function , the stone must be pulled away from the block, cleaned and replaced 7 . As an alternate, gravel filled burlap bags may be stacked tightly around the curb inlet. (See Plates 4.08n and 4.08o) Curb and Gutter Sediment Barrier 1 . Place gravel filled burlap bags on gently sloping street segments according to the spacing chart. (See Plate 4.08p) 2 . Place two ormore bags at each interval in a mannerwhich provides maximum support. 3 . When stacking several bags high, leave a one bag gap to provide an overflow spillway. (See Plate 4 .08q) 4 . Sediments must be removed after each rain event. Maintenance 1 . The structure shall be inspected after each rain and repairs made as needed . 2 . Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to 112 of the design depth of the trap. Removed .. sediment shall be deposited in a suitable area and in such a manner that it will not erode. 3 . Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized . 452 ST, JOHNS RIVER WATER MANAGEMENT DISTRICT Past Office Box 1429 + Palatka, Florida 32178-1429 DATE ISSUED; Febru_ a�105 + PROJECT NAME: 4th Stre tBrid e ReIacement do A PERMIT AUTHORIZING; best T Management System with stormwater tr ect to be constructed Construction °fa Surface r h St est Bridge Replacement, a 0.41 acre p ! management Practices fothe Disater trict on November 8 , 2004• as per plans received by + LOCATION; + Township(s): 32S Range(s) : 39E Section(s) : 15 Indian River County Indian River County + 1840 20th St Vero Beach , FL 32960 Management District and its any and all damages, claims, or liabilities, which may arise from, Permittee agrees to hold and save the St. Johns RiverWater, abili ies' s attached thereto , is by successors harmless from lication, including all plans and spec permit issuance. Said grt hereof . reference made a p rights not any rights or privileges other ' to permittee any Property lin with any law, regulation or This permit does . not convey p pe from comp Y 9 than those specified therein , nor relieve the p agencies, All structures and works installed requirement affecting the rights of other bodies ty of he permittee , by permittee hereunder shal! remain the property be revoked, modified or transferred at any time pursuant to the appropriate This permit may ter 373, Florida Statutes: provisions of Chap ,. PERMIT Is CONDITIONED UPON; 22 , 2005 , gmn. onwee r .��iU� s � attached " Exhibit A" , dated February Management District AUTHORIZED By; St, Johns River Water Department of Resource Management + . By : ervi°e enter JohnDu'i anna Palm Bay) + Thank you for your cooperation, and if this office can be of any further assistance to you , please do not hesitate to contact us. Sincerely, r Jo Ann Fuqua Service Center Data Mgt Supervisor .. Division of Permit Data Services Enclosures : Permit with As-built Certification Form ,. Notice of Rights list of Newspapers for Publication cc: District Permit File Agent: Kimley-Horn & Assoaates 601 21st Street, Suite 400 r Vero Beach, FL 32960 Consultant: Kimley-Horn & Associates 601 21st Street, Suite 400 Vero Beach, FL 32960 r r r r r r r r i i Chapter 4 - Best Management Practices for Erosion and Sediment Control 5ACK OF 5iD''iJ'IALJ'. 6ZAY�L =JL �D S4UDISA65 ARE 5Ti A4KED TI6HT1w1', G{tTGH 5A51N 3AC< OF GURU ` GU431hL+T i r +�-- �'J!itiAY a A PLAN VIEW a - - - GJR5 INLET AMR �✓117'F.J"�4EK r . CATCH 3^51N .. SECTION A - b a a NOTES. I. PLACE awD 'TYPE 9=11AMNT 5ARR:GR5 ON, &L^+.T' 569:1?rgs 91311carr wxr%cMT9. F+BWR8 MT k'' GAN TOHD AND A::..OA SG MMIT TO a Z SAt.S�DAS5, OF zrna.m am A! GR vcw! tl 6eT..XTILE rAEN=. Al[G f;LLS.D KITH *RANEE, LATE.'= ANP PN•Y D T.SHP Y, B. aAvr 010. 5.4W9A5 6AP IN T'Le ;Or RAW TO PROVIDE A SWILLAAY I.OR ONEWLOK 4, INS�ZT 5MMILKS A.tiV *ffl� SMYMJ a - Amen AASv4 *TOR!{ vf%w, SE?IMENT AND M&r 9E. t2EMOVLr ^ROM TiiE :RANGE..'^... NAT IF?=wDLA'ELY. Plate 4.08o Curb Inlet Sediment Barrier Source: Erosion Draw a a 4-53 Florida Erosion and Sediment Control Inspector's Manual PL. NO ER ME SETS ff BAX W A MPMER THAT RESILTS 1K KV" SPPQ2T. TFE RIN - FEl�zrfEF QSM E%CFE"i13f INLET 1 , r I SIDEWALK10 ==M7 1SE LADEN OVERFLOW FLOWS Mw _ hycttoy CURB SEDIMENT TRAM 'crics nuw= teL SPACING BETWEEN GRAVEL BAG CURB FILTERS E E 7000 T _ 1 : T E N � 1 _ $ 1D A _: . :: : STREET SLOPE r Plate 4.08p Gravel Bag Curb Sediment Filters Source: HydroDynamics, Inc. r 4-54 r St . Johns.River • Water Management District Kirby e. Green III, Exacutive 0trector r David W. Rsk, Assistant Executive oGector + 4049 Reid Sireet • R0. Box 1429 • Palatka, FL 321781429 • (386) 329-4500 On the Internet at www.sjnvmd.corn. ,. February 22, 2005 Indian River County 1840 20th St Vero Beach , FL 32960 + SUBJECT: Permit Number 40-061 -96235-1 4th Street Bridge Replacement Dear Sir/Madam: + Enclosed is your standard pemit as authorized by the staff of the St. Johns River Water Management District on February 22, 2005 . This permit is a legal document and should be kept with your other important documents . The attached MSSW/Stormwater As-Built Certification Form should be filled in oudvreturned enable ushto e .. Palatka office within thirty days after the work is completed. By so doing , y to schedule a prompt inspection of the permitted activity. ,r In addition to the MSSW/Stormwater As-Built Certification Form , your permit also contains conditions which require submittal of additional information. All information submitted as compliance to permit conditions must be submitted to the Palatka office address. + Permit issuance does not relieve you from the responsibility of obtaining permits from any federal, state and/or local agencies asserting concurrent jurisdiction for this work. Please be advised that the District has not published a notice in the newspaper advising the . public that it is issuing a permit for this proposed project. Publication, using the District farm , notifies members of the public (third parties) of their rights to challenge the . issuance of the +r standard pemit. if proper notice is given by publication, third parties have a 21 -day time limit on the time they have to file a petition .opposing the issuance of the permit. If you do not publish , a party's right to challenge the issuance of the standard pemit extends for an indefinite period of + time . If you wish to have certainty that the period for filing such a challenge is closed, then you may publish , at your own expense , such a notice in a newspaper of general circulation. A copy of the form of the notice and a list of newspapers of general circulation is attached for your use . + In the event you sell your property, the permit will be transferred to the new owner, if we are notified by you within thirty days of the sale and if you provide the information required by 40C- + 1 .612 , F.A. C. Please assist us in this matter so as to maintain a valid permit for the new property owner. O�i + r . l �I FEB 3 5 , OOv ERNINO BOARD Ornetrias D. Long, QW PMAN David G. Graham, NCE CHAIRMAN P. Clay Albright, ascRwm Duane ottenstroer, rREAsuRFA + OCAy JACKSCNNu-E . APORWI JAO��v� Susan N. Hughes 1MIGam Kerr .Mn T. Moore ear Applicant: Date JADE 0 5 . 2005 Your application for a Department of the Army (DA) permit has been. assigned number:3 �LzcTx m. a.9 is proposed work is identified in our database as 61 A review of the information and drawings provided shows that your project is authorized by Nationwide Permit (NWP) imberM. This NWP verification is valid until N2rr4, 14 . aC,�D7 . or as otherwise noted at ftp:!(www.saj.usace.army.milipermittpermitting(nwpfnw_nca(NW-Tabie.htmi. The intemet address shown is case sensitive nd must be entered exactly as shown. • In order to comply with the terms atf conditions of the NWP authorization you are required to access the noted web page z view the conditions associated with the use of this verification , The Self-Certt ication process identified in the General :onditions must be accomplished to maintain compliance with the issued verification. If you are unable to access the Internet ,. its provided, you must notify the assigned project manager; mu ai A by telephone at. 3D3 -=;-)Lb - -;y7ry1 V I 3 obtain a copy of any conditions, limitations, or expiration date information for the authorization provided by this orrespondence. • A separate DA permit is not required providing the work is done in accordance with the drawings and information as Irovided in your request, received by the U.S. Army Corps of Engineers an N,,vy , a ,wand the terms and :ondltions listed at the website address identified above. If you do not complete construction of your project within the appropriate time limit, a separate application or re-verification will be required . elY' • ohn R. Hail hief, Regulatory Division • NOTE: In Florida, proja as qualirying for this NWP must be authorized under Part IV of Chapter 373 by the Department of Environmental Protection, a water management district under a. 373.069, F.S., or a local govemmentwith delegated authority under s. 373.441 , F.S., and receive water Quality Certification. (WCYC)fdnd ✓roOSW Zone Cbn WericY g4ncurierjce (CZCC) QMaW theh t at; "Pas any authorizations required for the use of sovereignty submerged • lands th'of 'must be 'obtained as pirt of the associAAted NIdC aFF zdd. , Edition Oats 1 August 2002 II it41 &It 1 te4fl flCAI IPt1.4111 L411 /F141N t/A{111 fif11t114ti'l A [ . n.�.{-f T : e f1 I 1�/6 ff 1 R tF. 'f f1 f( P • • U)-( . - s £ d st,uraaaw wca� ��raav �. � VOINO99 '3T11ANOsmavr • cf 'J' N SM33NI3 :10 ScOWD -WIitlSIC 3TMMOSMO �1 .CWZRl3H13O iN3W12iVd34 - �� n t� r� • Chapter 4 - Best Management Practices for Erosion and Sediment Control _ T _ - SA64 or 51Dt5119ALic S#4KS TO t,ATOH BASIN + OYMAR 09= OLWS CURB INLET Illee 9AG14 OF GUR6� I a � t MwOFf 4 p— OPP I1 C NE4Y r s 6RAViL FI` y 5A TkDBA6 5YAGKED T15HTLY. PLAN VIEW r s a 1 . 'P`LMT�:.B GJR$` T'Tr 5F�711�F1T- BARR1£1�-` ON CIPpYATER GAN DOSP AND #4.LOA SEAI1-1EW To SEPARAr"E FROM M NOF ' s 2. SANDBA55 OF EITrE:R W RLAF, OR L�VEM bER?Bi ILE` F:AaRZ, AiW FILLED Yd 7i ! bRAV�! LAYEREP AND PAGfCW T16KII-Y• B, LEAVE A ONM Shl5k6 GAP IN -r-e TDP KOH .. To ?ROVIDE A SPILLWAY FOR DVMPLOK 4, lTlSFEGT BARRIERS AND 42BHOV= S IMSHT pFT�R =A!.F+ STDRM cV:NT. SEDIM_^NT AND bFLhti�d.: MJST oa gmNIWP-D rROM THE r -RAY=L = NAY I. DIA1�J Y• r Plate 4. 08q Curb and . Gutter Sediment Barrier Source: Erosion Draw 4-55 Florida Erosion and Sediment Control Inspector's Manual 4, 15 TEMPORARY DIVERSION DIKE ( ES BMP 1 , 15) Definition A temporary ridge of compacted soil located at the top or base of a sloping disturbed area. Purposes To divert storm runoff from higher drainage areas away from unprotected slopes to a stabilized outlet. 2 . To divert sediment-laden runoff from a disturbed area to a sediment trapping facility. condition Where Practice Applies Wherever stormwater runoff must be temporarily diverted to protect disturbed slopes or retain sediments on site during construction . These structures generally have a life expectancy of 18 months or less. Planning Considerations A temporary diversion dike is intended to divert overland sheet flow to a stabilized outlet or • a sediment trapping facility during establishment of permanent stabilization on sloping, ' disturbed areas. When used at the top of a slope, the structure protects exposed slopes by keeping upland runoff away, When used_ atthe base of a slope, the structure protects adjacent and downstream areas by diverting sediment-laden runoff to a sediment trapping facility. If the dike is going to remain in place for longer than 30 days , it is very important that it be established with temporary or permanent vegetation . The slope behind the dike is also an important consideration . The dike must have a positive grade to assure drainage, but if the slope is too great, precautions must be taken to prevent erosion due to high velocity flow behind the dike . This practice is considered an economical one because it uses material available on the site and can usually be constructed with equipment needed for site grading. The useful life of the practice can be extended by stabilizing the dike with vegetation, As specified herein , this practice is intended to be temporary. However, with more stringent design criteria, it can be made permanent in accordance with DIVERSIONS - Section 5 . 18 ., (ES BMP 1 . 18) . 4-56 _ APPENDIX A PERMITS 11TH STREET SW w " w s w a w i i w i i I r r i 1 1 1 l / 1 r r i i r 1 1 / r Chapter 4 - Best Management Practices for Erosion and Sediment Control Design Criteria No formal design is required. The following criteria shall be met: s Drainage Area The maximum allowable drainage area is 5 acres (2 ha). _ Dimensions The minimum allowable height measured from the upslope side of the dike is 18 inches (45 cm). Top width shall be a minimum of 2 feet (60 cm) with a minimum base width of 4 .5 feet (1 .4m) . (See Plate 4 . 15a) Side Slopes 3 : 1 orflatter. Grade The channel behind the dike shall have a positive grade to a stabilized outlet. If the channel slope is less than or equal to 2% , no stabilization is usually required . If the slope is greater than 2%, the channel shall be stabilized in accordance with STORMWATER CONVEYANCE CHANNEL - Section 5 . 35 (ES BMP 1 .35). buffet 1 The diverted runoff, if free of sediment, must be released through a ' stabilized outlet or channel 2. Sediment-laden runoff must be diverted and released through a sediment trapping facility. Construction Specifications 1 . Whenever feasible, the dike should be built before construction begins on the project . 2. The dike should be adequately compacted to prevent failure. 3 . Temporary or permanent seeding and mulch shall be applied to the dike within 15 days of construction . 4 . The dike should be located to minimize damages by construction operations and traffic. 4-57 Florida Erosion and Sediment Control Inspector's Manual Maintenance The measure shall be inspected after every storm and repairs made to the dike, flow channel and outlet, as necessary. Approximately once every week, whether a storm has occurred or not, the measure shall be inspected and repairs made if needed . Damages caused by construction traffic or other activity must be repaired before the end of each working day. Compacted Soil i go Min Mow • � 1 � I ,il �--- 4.a' min, i Plate 4. 15a Temporary Diversion Dike — source: Virginia DswC 4-58 r Notice Of Rights Certificate of Service i HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U . S . Mail to : Board of County Commissioners 1840 25th Street Vero Beach , FL 32960 At 4 : 00 p . m , this 31st day of August, 2005. man�T°e� r, r Division of Permit Data Services r Gloria Lewis , Director St. Johns River Water Management District Post Office Box 1429 Palatka, FL 32178- 1429 (386) 329-4152 Permit Number 42-061 -100748-1 r r r r Notice Of Rights 8. An applicant with a legal or equitable interest in real property who believes that a District permitting action is unreasonable or will unfairly burden the use of his property , has the right to , within 30 days of receipt of notice of the District' s written decision regarding a permit application , apply for a special master proceeding under Section 70 . 51 , Florida Statutes , by filing a written request for relief at the office of the District Clerk located at District headquarters, P . O . Box 1429, Palatka , FL 32178- 1429 (4049 Reid St. , Palatka , Florida 32177) . A request for relief must contain the information listed in Subsection 70. 51 (6) , Florida Statutes. 9. A timely filed request for relief under Section 70 . 51 , Florida Statutes , tolls the time to request an administrative hearing under paragraph no . 1 or 2 above (Paragraph 70. 51 (10) (b) , Florida Statutes) . However, the filing of a request for an administrative hearing under paragraph no . 1 or 2 above waives the right to a special master proceeding (Subsection 70 . 51 (10) (b) , Florida Statutes) . 10. Failure to file a request for relief within the requisite time frame shall constitute a waiver of the right to a special master proceeding (Subsection 70. 51 (3) , Florida Statutes) . 11 . Any substantially affected person who claims that final action of the District constitutes an unconstitutional taking of property without just compensation may seek review of the action in circuit court pursuant to Section 373.617 , Florida Statutes, and the Florida Rules of Civil Procedures, by filing an action in circuit court within 90 days of the rendering of the final District action , (Section 373.617 , Florida Statutes) . 12 . Pursuant to Section 120.66 , Florida Statutes , a person who is adversely affected by final District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to the Florida Rules of Appellate Procedure within 30 days of the rendering of the final District action . 13. A party to the proceeding before the District who claims that a District order is inconsistent with the provisions and purposes of Chapter 373, Florida Statutes , may seek review of the order pursuant to Section 373 . 114, Florida Statutes, by the Florida Land and Water Adjudicatory Commission, by filing a request for review with the Commission and serving a copy on the Department of Environmental Protection and any person named in the order within 20 days of adoption of a rule or the rendering of the ■ District order. 14 . For appeals to the District Court of Appeal, a District action is considered rendered after ■ it is signed on behalf of the District, and is filed by the District Clerk. 15 . Failure to observe the relevant time frames for filing a petition for judicial review described in paragraphs #11 and #12, or for Commission review as described in paragraph #13 , will result in waiver of that right to review. Chapter 4 - Best Manapement Practices for Erosion and Sediment Control This page left intentionally blank ,. I �i 4-59 Florida Erosion and Sediment Control Inspector's Manual 4 . 16 TEMPORARY FILL DIVERSION (ES BMP 1 . 16) Definition A channel with a supporting ridge on the lower side cut along the top of an active earth fill . Purpose To divert storm runoff away from the unprotected slope of the fill to a stabilized outlet or sediment trapping facility Conditions Where Practice Applies Where the drainage area at the top of an active earth fill slopes toward the exposed slope and where continuous fill operations make the use of a DIVERSION - Section 5. 18 (ES BMP 1 . 18) unfeasible. This temporary structure should remain in place for less than one week. Planning Considerations One important principle of erosion and sediment control is to keep stormwater runoff away from exposed slopes. This is often accomplished by installing a dike, diversion or paved ditch at the top of a slope to cant' the runoff awayfrom the slope to a stabilized outlet or downdrain . In general, these measures are installed after the final grade has been reached. On cuts, the measures may be installed at the beginning since the work proceeds from the top and the measures have little chance of being covered or damaged . On fills, the work proceeds from the bottom to the top and the elevation changes daily. It is therefore not feasible to construct a compacted dike or permanent diversion which may be covered by the next day's activity. The temporary fill diversion is intended to provide some slope protection on a daily basis until final elevations are reached and a more permanent measure can be constructed. This practice can be constructed by the use of a motor grader or one of the smaller dozers. To shape the diversion , the piece of machinery used may run near the edge of the fill with its blade tilted to form the channel as described in Plate 4. 16a . This work should be done at the end of the working day and should provide a channel with a berm on the lower side to protect the slope. Wherever possible, the temporary diversion should be sloped to direct water to a stabilized outlet. If the runoff is diverted over the fill itself, the practice may cause more problems than it solves by concentrating water at a single point. r r r 4-60 • Notice Of Rights ' 1 . A person whose substantial interests are or may be determined has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District) , or may choose to pursue mediation as an alternative remedy under Sections 120 . 569 and 120 . 573 , Florida Statutes, before the deadline for filing a petition . Choosing mediation will not adversely affect the rights to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth in Sections120.569 and 120. 57 , Florida Statutes , and Rules 28- 106 . 111 and 28- 106.401 -.405, Florida Administrative Code. Pursuant to Chapter 28-106 and Rule 40C- 1 . 1007 , Florida Administrative Code, the petition must be filed at the office of the District Clerk at District Headquarters , P . O . Box 1429 , Palatka , Florida 32178-1429 (4049 Reid St. , Palatka, FL 32177) within twenty-six (26) days of the District depositing notice of District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21 ) days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail actual notice) . A petition must comply with Chapter 28- 106 , Florida Administrative Code. 2. If the Governing Board takes action which substantially differs from the notice of District decision , a person whose substantial interests are or may be determined has the right to request an administrative hearing or may choose to pursue mediation as an alternative remedy as described above. Pursuant to District Rule 40C-1 . 1007 , Florida Administrative Code , the petition must be filed at the office of the District Clerk at the address described above, within twenty-six (26) days of the District depositing notice of final District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21 ) days of newspaper publication of the notice of its final agency action (for those persons to whom the District does not mail actual notice) . Such a petition must comply with Rule Chapter 28-106 , Florida Administrative Code. 3 . A substantially interested person has the right to a formal administrative hearing 0 pursuant to Section 120 . 569 and 120 . 57(1 ), Florida Statutes, where there is a dispute between the District and the party regarding an issue of material fact. A petition for formal must comply with the requirements set forth in Rule 28-106 . 201 , Florida Administrative Code. 4. A substantially interested person has the right to an informal hearing pursuant to W Sections 120. 569 and 120. 57(2) , Florida Statutes , where no material facts are in dispute. A petition for an informal hearing must comply with the requirements set forth in Rule 28- 106 . 301 , Florida Administrative Code, 5 . A petition for an administrative hearing is deemed filed upon delivery of the petition to the District Clerk at the District headquarters in Palatka, Florida . 6 . Failure to file a petition for an administrative hearing , within the requisite time frame shall constitute a waiver of the right to an administrative hearing (Section 28- 106 . 111 , Florida Administrative Code) . • 7 . The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, and Chapter 28-106 , Florida Administrative Code and Section 40C- 1 . 1007 , Florida Administrative Code . r interest in real property , nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and Chapter 40C-42 . 028 , F .A. C . 17 . The permittee shall hold and save the District harmless from any and all damages , claims , or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. ,. 18 . The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. 19 . Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards. 20 . All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion , siltation , scouring or excess turbidity, and dewatering . 21 . Prior to construction , the permittee must clearly designate the limits of construction on-site . The permittee must advise the contractor that any work outside the limits of construction , including clearing , may be a violation of this permit. 22. The stormwater management system must be inspected by the operation and maintenance entity once within two years after the completion of construction and every two years thereafter to insure that the system is functioning as designed and permitted. If a required inspection reveals that the system is not functioning as designed and permitted, then within 14 days of that inspection the entity shall submit an Exceptions Report on form number 40C- 42.900(6) , Exceptions Report for Stormwater Management System Out of Compliance. The operation and maintenance entity must maintain a record of each required inspection , including the date of inspection, the name, address, and telephone number of the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. >> ■ ■ ■ ■ Chapter 4 - Best Management Practices for Erosion and Sediment Control RE Slops Earthen Ridge s g• _ _ wi IE 1 llll `�� -- I �� Ill 111 Ill I � II�Il �tllll � 11 LI� 11 - � IJ111 �111 llll III lltll � llil �� I I��I � 11111 IIII ', �11111 '� Ilf 11�111 lull �llilll �1;1i 1, r Plate 4. 16a Temporary Fill Diversion Source: Virginia DSWC 461 Florida Erosion and Sediment Control Inspectors Manual Good timing is essential to fill construction . The filling operation should be completed as ' quickly as possible and the permanent slope protection measures and slope stabilization measures installed as soon after completion as possible . With quick and proper construction , the developer or contractorwili save both time and money in building, repairing and stabilizing ` the fill area. The longer the time period for construction and stabilization , the more prone the fill operation is to damages by erosion . Repairing the damages adds additional time and expense to the project. • Design Criteria No formal design is required . The following criteria shall be met: Drainage Area The maximum allowable drainage area is 5 acres (2 he) . s Hei ht The minimum height of the supporting ridge shall be 3 inches (23 cm). (See Plate 4 .16a). Grade • The channel shall have a positive grade to a stabilized outlet, ' Outlet The diverted runoff should be released through a stabilized outlet, slope drain or sediment trapping measure. Construction Specifications 1 . The diversion shall be constructed at the top of the fill at the end of each work day as needed . 2. The diversion shall be located at least 2 feet (60 cm) inside the top edge of the fill . (See Plate 4. 16a) . 3 . The supporting ridge of the lower side shall be constructed with a uniform height along its entire length . Maintenance Since the practice is temporary and under most situations will be covered the next work day, the maintenance required should below. If the practice is to remain in use for more than one day, an inspection will-be made atthe end of-each workday and repairs made to the measure if needed . The contractor should avoid the placement of any material over the structure while it is in use. Construction traffic should not be permitted to cross the diversion . 4-62 .• notify the District staff that the system is ready for inspection and approval . 9 . If the permitted system was not designed by a registered professional , within 30 days after .. completion of the stormwater system , the permittee must submit to the District the following : District Form No. 40C- 1 . 181 ( 14) (As built Certification ) , signed by the permittee and two (2) sets - of "As Built" drawings when required by a special condition of this permit, or when the completed system substantially differs from permitted plans . This submittal will serve to notify the District staff that the system is ready for inspection and approval . 10 . Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased , but in no case more than seven (7) days before the construction activity in that portion of the site has temporarily or permanently ceased . 11 . Should any other regulatory agency require changes to the permitted system , the permittee shall provide written notification to the District of the Changes prior to implementation so that a determination can be made whether a permit modification is required. 12 . Within thirty (30) days after sale or conveyance of the permitted stormwater management " system or the raal property on which the system is located , the owner in whose name the permit was granted shall notify the District of such change of ownership. Transfer of the permit shall be in accordance with the provisions of section 40C-612, F.A. C. All terms and conditions of this permit shall be binding upon the transferee. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. 13 . The stormwater management system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure . The system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of the stormwater management system to a local government or other responsible entity . 14 . The operation phase of the permit shall not become effective until the requirements of Condition No . 8 or 9 have been met, the district determines that the system complies with the permitted plans, and the entity approved by the District in accordance with section 40C- 42. 027, F.A. C . , accepts responsibility for operation and maintenance of the system . The permit cannot be transferred to such an approved, responsible operation and maintenance entity until the requirements of section 40C-42 . 028 , F.A. C. , are met, and the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District in accordance with section 40C-42. 028, F .A. C. , the permittee shall request transfer of the permit to the responsible approved operation and maintenance entity, if different from the permittee. Until the permit . is transferred pursuant to subsection 40C- 42. 028 (4) F .A. C. , the permittee shall be liable for compliance with the terms of the permit. 15. Prior to lot or unit sales, or upon completion of construction of the system , whichever occurs first, the District must receive the final operation and maintenance document(s) approved by the District and recorded , if the latter is appropriate. For those systems which are proposed to be maintained by county or municipal entities , final operation and maintenance documents must be received by the District when maintenance and operation of the system is accepted by the local government entity, Failure to submit the appropriate final document will result in the permittee remaining personally liable for carrying out maintenance and operation of the permitted system . 16. This permit does not eliminate the necessity to obtain any required federal , state , local and special district authorizations prior to the start of any activity approved by this permit. This permit does not convey to the permittee or create in the permittee any property right, or any "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 42-061 -100748-1 BOARD OF COUNTY COMMISSIONERS DATED AUGUST 31 , 2005 MIN 1 . This permit for construction will expire five years from the date of issuance unless otherwise specified by a special condition of the permit. 2 . Permittee must obtain a permit from the District prior to beginning construction of subsequent phases or any other work associated with this project not specifically authorized by this permit. 3. Before any offsite discharge from the stormwater management system occurs , the retention and detention storage must be excavated to rough grade prior to building construction or ` placement of impervious surface within the area served by those systems . Adequate measures must be taken to prevent siltation of these treatment systems and control structures during construction or siltation must be removed prior to final grading and stabilization . 4 . The permittee must maintain a copy of this permit complete with all conditions, attachments, exhibits , and permit modification in good condition at the construction site. The complete permit must be available for review upon request by District representatives . The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 5 . All activities shall be implemented as set forth in the plans , specifications and performance criteria as approved bythis permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall be considered a violation of this permit. 6 . District authorized staff, upon proper identification, must be granted permission to enter, ` inspect and observe the system to insure conformity with the plans and specifications approved by the permit. ■ 7 . Prior to and during construction , the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in ■ accordance with the guidelines and specifications in chapter 6 of the Florida Land Development Manual : A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988), which are hereby incorporated by reference , unless a ■ project specific erosion and sediment control plan is approved as part of the permit, in which case the practices must be in accordance with the plan . If site specific conditions require . additional measures during any phase of construction or operation to prevent erosion or ■ control sediment, beyond those specified in the erosion and sediment control plan , the r nni tee shall implement additional best management practices as necessary, in accordance with the specification in chapter 6 of the Florida Land Development Manual: A guide to Sound Land and Water Management ( Florida Department of Environmental Regulation 1988) . The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources . 8 . If the permitted system was designed by a registered professional, within 30 days after completion of the stormwater system , the permittee must submit to the District the following : District Form No . 40C-1 . 181 (13) (As built Certification By a Registered Professional) , signed and sealed by an appropriated professional registered in the State of Florida, and two (2) sets of "As Built" drawings when a) required by a special condition of this permit, b) the professional uses "As Built" drawings to support the As Built Certification , or c) when the completed system substantially differs from permitted plans. This submittal will serve to Chapter 4 - Best Management Practices for Erosion and Sediment Control This page left intentionally blank r i rl i ■ w '. • i r ■, 1 4-63 e Florida Erosion and Sediment Control Inspector's Manual 4 . 17 TEMPORARY RIGHT-OF-WAY DIVERSION , (ES BMP 1 . 17) Definition ` A ridge of compacted soil or loose rock or gravel constructed across disturbed rights-of-way and similar sloping areas. ` Purpose To shorten the flow length within a long sloping right-of-way, thereby reducing the erosion potential by diverting storm runoff to a stabilized outlet or sediment trapping device. Conditions Where Practice Applies Generally, earthen diversions are applicable where there will be little or no construction traffic ` within the right-of-way. Gravel structures are more applicable to roads and other rights-of-way which accommodate vehicular traffic. Plannina Considerations Construction of utility lines and roads often requires the clearing of long strips of right-of-way over sloping terrain . The volume and velocity of stormwater runoff tend to increase in these : cleared strips and the potential for erosion is much greater since the vegetative cover is diminished or removed . To compensate forthe loss of vegetation, itis usually a good practice to break up the flow length within the deared strip so that runoff does not have a chance to concentrate and cause erosion . At proper spacing intervals, Temporary Right-of-Way Diversions can significantly reduce the amount of erosion which will occur until the area is permanently stabilized . Desian Criteria - No formal design is required . The following criteria shall be met: ' Drainace Area Less than 5 acres (2 ha) . For larger drainage areas use a DIVERSION - Section 5. 18 ( ES BMP 1 . 18) . r Dimensions The minimum allowable height measured from the upslope side of the diversion is 18 inches (45 cm) . The minimum top width shall be 2 feet (60 cm) and the base width minimum is 6 feet (1 . 8 m) . (See Plate 4 . 17a) 4-64 note that if dewatering is to occur during any phase of construction or thereafter and the surface water pump(s) , wells , or facilities are capable of withdrawing one million gallons of water per day or more , or an average of 100 , 000 gallons per day or more over a year, and any discharge is to be off-site , you must apply for and obtain a Consumptive Use Permit (40C-2) from the District prior to starting the dewatering . Please contact the District if you need additional information or application materials . Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages , claims, or liabilities which may arise from permit issuance. Said application , including all plans and specifications attached thereto , is by " reference made a part thereof. This permit does not convey to Permittee any property rights nor any rights or privileges other than those specified herein , nor relieve the Permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by Permittee hereunder shall remain the property of the Permittee. This permit may be revoked , modified , or transferred at any time pursuant to the appropriate provisions of Chapter 373 , Florida Statutes : In the event you sell your property, the permit will be transferred to the new owner, if we are notified by you within thirty days of the sale. Please assist us in this matter so as to maintain a valid permit for the new property owner. Thank you for your cooperation , and if this office can be of any further assistance to you , please do not hesitate to contact us . John Juilianna, Service Center Director - Palm Bay Department of Water Resources Enclosures : As-built Certification Form Exhibit A ' cc: District Permit File Agent: Indian River County 1840 25th Street Vero Beach, FL 32960 • Consultant: Indian River County ■ 1840 25th Street Vero Beach , FL 32960 I.al St . Johns River Water Management District Kirby B. Green Itl, Executive Director • DavidVd. Fisk, Assistant Executive Ditor � ^ � r 4049 Reid Street • P.O. Box 1429 a Palatka, FL 32178-1429 • (386) 329-45001 I ' On the Internet at www. sj'rwmd.com. 5 t ' - 6 2005 REGULATION OF STORMWATER MANAGEMENT SYS'-EMPNOIAN RIVER COUNTY ENafNEERING DIMION CHAPTER 40C-42, F.A. C . PERMIT NO , 42-061 -100748-1 DATE ISSUED : August 31 . 2005 A PERMIT AUTHORIZING : Construction of' a Stormwater Management System with stormwater treatment by swales with • ditch blocks for 11th Street, S .W. from 17th Avenue S .W. to 9th Court S .W. , a 2 . 80-acre project to be constructed as per plans received by the District on August 5 , 2005. LOCATION : r Section(s) : 25 , 26 Township(s) : 33S Range(s): 39E Indian River CountyS at ■ Board of County Commissioners AUG v 1 2005 = 1840 25th Street ■ Vero Beach , FL 32960 Pah Bad' This document shall serve as the formal permit for construction and operation of stormwater management system in accordance with Chapter 40C-42 , F.A. C . , issued by the staff of the St. ■ Johns River Water Management District on August 31 , 2005. This permit is subject to the standard limiting conditions and other special conditions approved by the staff. These conditions are enclosed . This permit is a legal document and should be kept with your other important records. The permit requires the submittal of an As-built certification and may require submittal of other • documents . All information provided in compliance with permit conditions should be submitted to the District office from which the permit was issued . An As-built certification form is attached. Complete this form within 30 days of completion of construction of the permitted system , ■ including all site work. Upon receipt of the As-built certification , staff will inspect the project site . Once the project is found to be in compliance with all permit requirements, the permit may be converted to its operation phase and responsibility transferred to the operation and maintenance entity in accordance with Chapter 40C-42 . 028 , F.A. C . Permitissuance does not relieve you from the responsibility for obtaining permits from any federal , state, and/or local agencies asserting concurrent jurisdiction over this work. Please GOVERNING BOARD Ometdas D. Long, CRAmAN David G. Graham, VICE CHAIRMAN R. Clay Albright, sEcaEragr Duane Ottenstroer, TREAsLnER APOPKA JACKSONVILLE. OCALA JACKSONVILLE 1 W. Leonard Wood John G. Sovrinski William Kerr Ann T Moore Susan N. Hughes Chapter 4 - Best Management Practices for Erosion and Sediment Control- . Side Sloges 3: 1 or flatter to allow the passage of construction traffic. Width The measure should be constructed completely across the disturbed portion of the right-of-way. FDOT #tAIpm gc . Coarse Aggwte � I t �t11 1tLll ,r Typical Gravel Structure _ s Corvacteo sal 5J6��+114• E.. *71 r �� � Mtnimtim .� 1� Typical sartheu Structure s Plate 4. 17a Temporary Right-of-way Diversions — source: Virginia DSWC 4-65 Florida Erosion and Sediment Control Inspector's Manual Spacing The following table will be used to determine the spacing of right-of-way. diversions: Slope Spacing in feet(m) Less than 5% 300 (90 m) Between 5% and 10% 200 (60 m) Greater than 10% 100 (30 m) Grade Positive drainage, with less than 2% slope , should be provided to a stabilized outlet or sediment trapping facility. Outlet Interceptor dikes must have an outletwhich is not subject to erosion. The on-site location may need to be adjusted to meet field conditions in order to utilize the most suitable outlet. Concentrated flows should spread over the widest possible area after release. Flows with high sediment concentrations should pass through a sediment trapping measure . (See Plate 4 . 17b) Construction Specifications 1 . The diversion shall be installed as soon as the right-of-way has been cleared and/or graded . 2. All earthen diversions shall be machine- or hand-compacted in 8-inch (20 cm) lifts . 3 . The outlet of the diversion shall be located on an undisturbed and stabilized area _ when at all possible. The field location should be adjusted as needed to utilize a stabilized outlet, Sediment laden flows shall be conveyed to a sediment trapping _ device. 4 . Earthen diversions which will not be subject to construction traffic should be stabi and in accordance with TEMPORARY SEEDING - Section 6 .65 (ES BMP 1 .65) . Maintenance a The practice shall be inspected after every rainfall and repairs made if necessary. Approximately once every week, whether a storm has occurred or not, the measure shall be - inspected and repairs made if needed . Diversions which are subjectto damageby vehicular traffic should be reshaped at the end of each working day. 4-66 r t� uj CJ 0 L) m � EL W H- 0 H Z LLJ W Q w a F" CO w A r a a a . a ■ Chapter 4 - Best Management Practices for Erosion and Sediment Control AMIN - m FT - 25 TO bO FT r ppy�tlGt t lJ �- �r ROLLING QIP 5TA6ILLZM;� 010% :7 And 7,7 --- 0 .� j 5TA51j-1Z�.-J" bUTL.FT - WATERRAR nit SIPS SLOB . w OR FI.AYTr;2. 5A K" cdlZ VEHICLE CROSSES& wl SECTld #I • Plate 4. 17b Rolling Dip and Water Bar ■ Source: Erosion Draw 4-67 Florida Erosion and Sediment Control Inspector's Manual , 4 .25 TEMPORARY SEDIMENT TRAP . ■ (ES BMP 1 . 25) - Definition A small temporary ponding area formed by excavation and/or an embankment across a drainageway. Purpose To detain sediment-laden runoff from small disturbed areas long enough to allow most of the sediment to settle out thereby protecting drainageways, properties, and rights-of-way from s sedimentation . Conditions Where Practice Appiies 1 . A sediment trap is usually installed in a drainageway, at a storm drain inlet or at other points of discharge from a disturbed area. 2. Below drainage areas of 5 acres (2 he) or less. 3 . Where the sediment trap will be used less than 18 months . 4 . The sediment trap may be constructed either independently or in conjunction with a TEMPORARY DIVERSION DIKE - Section 4 . 15 (ES BMP 1 . 15). Planning Considerations The sediment trap should be located to obtain the maximum storage benefit from the terrain, for ease of clean out and disposal of the trapped sediment and to minimize interference with construction activities. - Sediment traps should be used only for small drainage areas. If the contributing drainage area is greater than 5 acres (2 ha), refer to SEDIMENT BASINS - Section 4 .26 (ES BMP 1 .26) . ■ Sediment must be periodically removed from the trap . Plans should detail how this sediment is to be disposed of, such as by use in fill areas on site or removal to an approved off-site ■ dump . Sediment traps, along with other perimeter controls, shall be installed before any land disturbance takes place in the drainage area. ■ ■ 4-68 r Florida Erosion and Sediment Control Inspector's Manual 5 . Wire fence reinforcement for silt fences using standard strength filter cloth shall be a minimum of 36 inches (90 cm) in height, a minimum of 14 gauge and shall have a maximum mesh spacing of 6 inches (15 cm). r Sheet Flow Applications : Filter Barrier i This sediment barrier may be constructed using burlap or standard strength synthetic filter fabric. It is designed for low or moderate flows not exceeding 1 cfs. (0 .03 m31 sec. ) . (See r Plate 4 .06b) 1 . The height of a filter barrier shall be a minimum of 15 inches (38 cm) and shall not r exceed 18 inches (45 cm). . 2 . Burlap or standard strength synthetic filter fabric shall be purchased in a continuous r roll and cut to the length Qf the barrier to avoid the use of joints (and thus improve the strength and efficiency of the barrier) . 3 . The stakes shall be spaced a maximum of 3 feet (90 cm) apart at the barrier location and driven securely into the ground a minimum of 8 inches (20 cm). 4 . A trench shall be excavated approximately 4 inches (10 cm) wide and 4 inches-( 10 cm) deep along the line of stakes and upslope from the barrier. 5 . The filter material shall be stapled to the wooden stakes, and 8 inches (20 cm) of the fabric shall be extended into the trench. Heavy duty wire staples at least 112 inch (13 mm) long, hog rings , or be wire shall be used . Filter material shall not be stapled to existing trees. 6 . The trench shall be backfilled and the soil compacted overthe filter material . 7 . Filter barriers shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized • Sheet Flow Application : Silt Fence This sediment barrier uses standard strength or extra strength synthetic filter fabrics. It is designed for situations in which only sheet or overland flows are expected. (See Plate 4 .06d) ■ 1 . The height of a silt fence shall not exceed 36 inches (90 cm). Higher fences may impound volumes of water sufficient to cause failure of the structure . 2 . The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are necessary, filter cloth shall be ■ spliced as described in item No . 8 below. 4-26 Chapter 4 - Best Management Practices for Erosion and Sediment Control i V Min 'Staked and Trer+rhed t med 5i It Fencc Wire F(e 5fafled anenricTrerrehed mill' Fr_nce G1urfn4G R �F� V VSILE RCW 5�E SILT FEE - r ■ Plate 4,06c Double Row Staked Silt Fence Source: Reedy Creek Improvement District i 3 . Posts shall be spaced a maximum of 10 feet (3 m) apart at the barrier location and driven securely into the ground a minimum of 12 inches (30 cm) . When extra ■ strength fabric is used without the wire support fence, post spacing shall not exceed 6 feet (1 .8 m): 4 . A trench shall be excavated approximately 4 inches (10 cm) wide and 4 inches (10 ■ cm) deep along the line of posts and upslope from the barrier. 5 . When standard strength filter . fabric is used , a wire mesh support fence shall be fastened securely to the upslope side of the posts using heavy duty wire staples at least 1 inch (25 mm) long, tie wires, or hog rings. The wire shall extend into the trench a minimum of 2 inches (5 cin) and shall not extend more than 36 inches (90 cm) above the original * ground surface. ■ 6 , The standard strength filter fabric shall be stapled or wired to the fence , and 8 inches (20 cm) of the fabric shall be extended into the trench . The fabric shall not extend more than 36 inches (90 cm) above the original ground surface . ■ 7 , When extra strength filter fabric and closer post spacing are used , the wire mesh support fence may be eliminated . in such a case, the filter fabric is stapled or ■ 4-27 ■ O Chapter 4 - Best Management Practices for Erosion and Sediment Control Excavate, if Necessary, for Storage je Flow Fow .;OP . Flow -' /, r��yy+"+,r�. .rr a t . . l .,.,,� . �• : k .: - �.." • r - Sw;4.c. . , Embankment. ...:. Ff, . r i Flaw a Top Width 2:I Stopes �• PF �,y, t / � •: ' , IV "`i•: �.lUtietlrtj . . . DIM 'rf Required to DivertWater teTrap � 2:1 orplatter ` W a x Drainage Area (At, ) Sectior. A-A Outlet Section Excavated Earth Outlet SedimeotTrap Embankment Earth Outlet Sediment Trap Construction Specifications W 1 . Area under embankment shall be cleared, grubbed and stripped of any vegetation and root rnat. The poo: arca shall be cleared. 2, The Illlrcaterial for the embankment shall be fres of Foobs or other woody vegetation as wall as over-sized stones, rocks , organicrnaterlat or outer ab)ectianabie materlaL The ambankmentahali be cempsctrd by travererng with equipment white it le being.constructed. _ 3, Sediment shell bs removed and trap restated to its original dimensions when the sediment :has accumulated to 112 the design depth at the trap. Removed sediment shall be deposited in a sultable r area and in such a manner that it wit not arods, 4. The structure shall be Inspected after each rain and repairs mads as needed, B. Construction operations shell be carried out in such a mannerthat erosion and water pollution are minimised. ■ S. I its structure shall be rcmoved end area aiabil'lzad when the drainage area has been properly stabirzed. 7. All cut andfitslopessha:lbe2:1orflatter. B. Outlet crest elevation ahall be at least ane foot belowthe top of the embankment. r • ■ Plate 4.25a Earth Outlet Sediment Trap Source: NRCS Design Criteria ■ 4-69 Florida Erosion and Sediment Control Inspector's Manual Trap Capacity The sediment trap must have an initial storage volume of 134 cubic yards, or 3600 cubic feet per acre ( 252 m3/ha) of drainage area, measured from the low point of the ground to the crest of the gravel outlet. Sediment should be removed from the basin when the volume is reduced by one-half. For a natural basin, the volume may be approximated as follows: V = 0 .4xAxD where: V = the storage volume in ft.3 A = the surface area of the flood area at the crest of the outlet, in ft? D = the maximum depth, measured from low point in trap .to crest of outlet, in ft. Excavation K excavation is necessary to attain the required storage volume, side slopes should be no • steeper than 2: 1 . Embankment Cross-Section The maximum height of the sediment trap embankment shall be 5 feet (1 .5 m) as measured • from the low point. Minimum top widths (W) and outlet heights (Ho) for various embankment heights (H) are shown in Table 4.25a. Side slopes of the embankment shall be 2:1 or flatter. Table 4.25a MINIMUM TOP WIDTH (W) AND OUTLET HEIGHT (Ho) REQUIRED FOR SEDIMENT TRAP EMBANKMENT ACCORDING TO HEIGHT OF EMBANKMENT (feet) H Ho W 2.0 1 .0 2.0 2.5 1 .5 2.5 3 .0 2.0 2.5 3 .5 2.5 3:0 4 .0 3 . 0 3 .0' 4 .5 3 .5 4.0 5 . 0 4 .0 4 .5 - - - 4-70 , r Florida Erosion and Sediment Control Inspector's Manual wired directly to the posts with all other provisions of item No . 6 applying. B . When attaching two silt fences together, place the end post of the second fence inside the end post of the first fence . Rotate both posts at least 180 degrees on a clockwise direction to create a tight seal with the filterfabric. Drive both posts into the ,. ground and bury the flap. (See Plate 4.06g) 9 . The trench shall be backfilled and the soil compacted over the filter fabric. 10 . The most effective appliction consists of a double row of silt fences spaced a minimum of three feet apart, The three Toot separation is so that if the first row collapses it will not fail on the second row. Wire or synthetic mesh is may be used to reinforce the first row. (See Plate 4 .06c) 11 . When used to control sediments from a steep slope, siltfences should be placed away from the toe of the slope for increased holding capacity. (See Plate 4.06f) 11 . Silt fences shall be removed when they have served their useful purpose, but not before the upslope area. has been permanently stabilized. Channel Flow Applications 1 . If a filter barrier is to be constructed across a ditch line or swale, the barrier shall be of sufficient length such that the bottom of the end sections of fence are higher in elevation than the top of the center section to eliminate end flow. The plan configuration shall resemble an arc or horseshoe with the ends oriented upslope. ' (See Plate 4 . 06b) . r 2. Use FDOT Standard Index 102, Chart 1 (Plate 4.06a) as a guide for spacing . 3 . The remaining steps for install Ing afilter barrier for sheet flow applications apply here. s Maintenance r 1 . Silt fences and filter barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall . Any required repairs shall` be made immediately. r 2 . Should the fabric on a silt fence or filter barrier decompose or, become ineffective before the end of the expected usable life and the barrier still be necessary, the •• fabric shall be replaced promptly. 3 . Sediment deposits should be removed after each storm event, They must be removed when deposits reach approximately one-half the height of the barrier. 4-28 Chapter4 - Best Management Practices for Erosion and Sediment Control _?LTER =P.&RIC MATERIAL TO BE 5-10 FEET APART 2 FEET MM � FER AM- I1 EINRL S i REFZTLL d W FILTUZ r ABRIC M4TERIAL CAN BAC<FILLED iRENCM hSE SSH .SUM AUCHTO A i -As X1 I i w =w� B :EN FASTDED TD Ilt QTS FILTER nE� � AT ?LChsNG 7VO SILT FENCE. VtUI RY�CTEB 3°Aff1LL M4tri1A. - — r 1= A ITOC4 OM BE Cr rim FDZE K IM FE TT r�i ZpepTE sem TC 10 OOG �y ➢@L 1:+j ti c M!ORDL�wSTE rMi BFslnr E >L%grF aroc iP �r I j N OCIE aim ��EtiJi r . 'ter f3✓aFL w-D RM PAP i Plate 4.06d Installing a Filter Fabric Silt Fence Source: HydroDynamics, Inc . 4-29 r. Chapter 4 - Best Management Practices for Erosion and Sediment Control • Excavate, if Necessary, for Storage .W. qd Ad. Zn�:y • j. Yy: ' �f%- . � f r7ow x � � N � .r� F R;,l\ • FEE I Ir ,??r� Earths Embankment Cutlet Protection r • F 4-I _ _ .. Tww Min. • All Slopes 2: 1 or plater � ' 5' Max. ' .. , . � PeriaratedRiser • Welded All Around Embankment Section Thru FUser • Construci'm Speolfication 1 . Area under embankment shaft be Bleared, grut:ibad and stripped of any vegetatfor and rcpt mat. The pool ansa shallbe cleared 2. The- " rtgtarfalfortheemlbankmeilt. shdbe free o roots or other waodyvegetation aswell ascvef- srsed iLd'nos,.ructw organic material, or other ohleMlanabls tnatehaLThe em.hankmenl shall ae compacted by traversing with equipment while Us being cm%tnicted. 3. Sediment shall be removed and trap restored to its'oftkia! dinnensions when the secimert has r aecumulatedto 172 the-desian-depth *[ the trap.Removed sediment shall be (apo sited in a suitable, -- - : - — - - --- - araa ano rnsudh a r'isirnarfhdt rt is no amda, -- 4, The, strucfure shall beinspscted aftereach rain and repairs made as needed r S. Conetructlonoperations shall be carried out In such a manner that erasion and water poUion are minimized. 6 , Tile structure shell be removed and area stabilined when the (irlinage area hes been properly 31abilizad- 7, An cw and fm slopes shall be 2: 1 orflatter. r a. Ali pipe connections shall be watertight a. At least ft top ZS of the riser shall be perloraled with 112-inoh diameter holes spaced a inches vertically and it � 12 inches horizontally. yu. Fill matortail around pipe spillway shall be hand eotrpacted in 4-lncl layera. A minimum of two lest of ■ lyand•compacte i backfill shall be placed over the pipespillway before crossing it with construction oquip- Plate 4.25b Pipe Outlet Sediment Trap ■ Source: NRCS 4-71 • ' VARIAMfaROUND taw tfJi •� 57 CV, YD,IACRE t •� � as '"i � - VaLE V77 CMU, YD,/AC F1 CLOTH s. _ ONAL EUVI Cross-Section of Oullat DIKE ti \L C♦. M 01 COARSEAREA AGGREGATE SHALL • • OR YID o�� •arl.�j/li�aiMii �� IN•plr" N"�•"i!"�ii�;i" _ '� YP./ III N�r/1 rl"!/1 . ♦ PII IIIIl1Yw1 pl !Yr '�/ /r y ,•� RRr — R YNill /1Y/ �i p/ I''a "d.��"�I:♦•♦ LL Illi/ll/illi Yaldl �li/ NII III y �wll �IP111�tANnl�il irllil/Nt /1��..• it 1/ �Il'q.�ll it,is�~I' {iIN0Y♦♦ yllIN x pills p110111 p ISAlgo"'11+too M dr.r• dP pIlI�ttllllj��1�/jl'l�1lll�lldIC jljIgo 10111 i+Fo ;;t ylll . ,111id dill 11p4' u 019 "~ V s -- r ✓ - - e .>r a =11=1f, \,J\f/\//\/r\ \J��qi\G`\� "i "' / it Or _ • - • Q R I I f . ..—tR at or, • I ! I I . Chapter 4 - Best Management Practices for Erosion. and Sediment Control 4 . Any sediment deposits remaining in place after the silt fence or filter barrier is no longer required shall be dressed to conform with the existing grade, prepared , and seeded . Plate 4.06f Proper Placement of a Silt Fence at the Toe of a Slope . Source: HydroDynamics, Inc Race the end post of the second fence - ins;de tie end post of the first fence ` r- R=te both post at ,sea 150 degrees in a � dockwise daootion to c7eata a sight seal with thefdVftrnat'1181 Direction of Runoff Waters Drive both post about " o taches ino the i .. - ground and buryfiap Plate 4.06g Attaching Two Silt Fences Source: HydroDynamics,inc. 4-31 r Chapter 4 - Best Management Practices for Erosion and Sediment Control r FONpIN@ fEl6ki'f FLOW FILMR FABRIC _ ` — r {OPT40NA,LJ e — -� ' o SEDIM�IT STORA6c r EftD STRAA J i BALE 4` MIK, - \! INTO Wit . 1SECTION A A 1 STRAK BALES - mill, jr ' TI6HTVr A9U'rT1X&,. it O G v 1 V2' PLAN Knorr N STAB . :Y7E- OF 3A ppp.1T '- Tiffip }f -HALF. r �-2 FM Z^LE ROG SFI m o imY BALE INTO A��� SANK AT 807r4 EXP5 C" 5^10'`IM VIEW LOOKING UPSTREAM 'r INLACE BALI_9 PeEfIrEWIMI GULAR TO FLOK 3, MH5M THE 5ALM 49 INTO THE 5011. AND - 'KLT" THE 9MD BASES WO THE CHANNEL 5ANK6. . - - r 5. 3AL£5 PLACffi IN A ROA AMR LIND5 . T1614TI.Y AWrnW&, USE STRA3^I, .ROCKS OR FIL-MR f`ABRIG TO- fILL ANf &APS BETWMINI SAL25 AND TAMP 9ACKP11.L. MA7MAL5-Y0 . PR9VE T E111MIQU OR rLOA ,\ROUND THE : - ra - - --. ..... . -.8..- ------ ---------- ..-._-.._. ._._.:— - - ------- --- ...- - S. 5PILLKAY 5*ALL. NOT EXCEW 2+4'. ra Plate 4.25d Semi-pervious Straw Bale Sediment Barrier Source: Erosion Draw Outlet 4-73 Florida Erosion and Sediment Control Inspectors Manual The outlets shall be designed , constructed and maintained so that sediment does not leave the trap and that erosion of the outlet does not occur. Atrap may have several different outlets with each outlet conveying part of the flow based on the criteria below. The combined outlet capacity shall be sufficient for the drainage area . For example, a 12 foot (3 .6 m) earth outlet, adequate for 2 acres (0 .8 ha), and a 12. inch (30 cm) pipe outlet, adequate for 1 acre (0 .4 ha), could be used for a three acre (1 .2 ha) drainage area. There are four types of outlets for sediment traps . Each sediment trap is named according to the type of outlet that it has . Each type has different design criteria and will be discussed separately. 1 . An Earth Outlet Sediment Trap consists of a basin formed by excavation and/ or an embankment. The trap has a discharge point over or cut into natural ground. The outlet width (feet) shall be equal to 6 times the drainage area (acres). If an embankment is used the outlet crest shall be at least one foot (30 cm) below the top of the embankment. The outlet shall be free of any restriction to flow. The earthen embankment shall be seeded with temporary or permanent vegetation (see Sections 6 .65 and 6.66) within 15, days of construction . (See Plate 4 .25a) 2 . APi 2e outlet Sediment Trap consists of a basin formed by an embankment, or an excavation and an embankment. The outletforthetrap isthough aperforated riser and a pipe through the embankment. The outlet pipe and riser shall be made of corrugated metal . The riser diameter shall be of the same or larger diameter than the pipe. The top of the embankment shall be at least 1 .5 feet (45 cm) above the crest of the riser. At least the . top. 213 of the riser shall be perforated with 112 inch (13 mm) diameter holes spaced :8 inches (20 cm) vertically and 10- 12 inches (25 - 30 cm) horizontally. All pipe connections shall be watertight (See Plate 4.25b). Select pipe diameterfrorn the following table: Minimum Pioe Diameter in inches (cm) Maximum Drainaae Area in acres (hal 12 " (30 cm) 1 (0 .4 he) ' 18 (45 cm) 2 (0.8 ha) 21 (53 cm) 3 ' ( 1 .2 ha) _ 4 (1 .6 ha) 30 (75 cm) 5 (2A ha) 3 . A Stone Outlet Sediment Trap consists of a basin formed by an embankment or excavation and an embankment. The outlet for the sediment trap shall consist of a crushed stone section of the embankment located at the low point in . the basin . The minimum length of the outlet shall be 6 feet times the acreage of the drainage area (4 .5 m times hectares). The crest of the outlet must beat least 1foot (30 cm) below the top _-..._. _ . _._--... -_ __.-_ __oftheembankment to-insur-ethatthe-flowWli-titanvel-over-thestone.and-not-the.embank=- -.. .- ---- ■ ment. The outlet shall be constructed 'of FDOT No. 1 size crushed stone. (See Plate 4.25c) A very temporary alternate trap can .be constructed from straw bales with a stone outlet. (See Plate 425d ) Straw bales shall be installed per Section 4.05 STRAW BALE BARRIER (ES BMP 1 .05) , 4 . A Storm Inlet Sediment Trap consists of a basin formed by excavation or natural • 4-74 s Florida Erosion and Sediment Control Inspector's Manual • 4. 07 BRUSH BARRIER ( ES BMP 1 . 07 ) Definition ' A temporary sediment barrier constructed at the perimeter of a disturbed area from the residue materials available from clearing and grubbing the site. Purpose To intercept and retain sediment from disturbed areas of limited extent, preventing sediment from leaving the site. ,. Conditions Where Practice Applies Below disturbed areas subject to sheet and rill erosion, where enough residue material is available for construction of such a barrier. Planning Considerations r Organic litter and spoil material from site clearing operations is usually burned or hauled away to be dumped elsewhere. Much of this material can be used effectively on the construction site itself. During clearing and grubbing operations, equipment can push or dump the mixture of limbs, small vegetation and root mat along with minor amounts of soil and rock into windrows along the toe of a slope where erosion and accelerated runoff are expected . Anchoring a filter fabric over the berm enhances the filtration ability of the barrier. Because brush barriers are fairly stable and composed of natural materials, maintenance requirements are small. Design Criteria A formal design is not required . _ Construction Specifications 1 . The height of a brush barrier shall be a minimum of 3 feet (90 cm ). 2 . The width of a - brush barrier shall be a minimum of 5 feet (1 .5 m) at its base. (The sizes of brush barriers may vary considerably based upon the amount of material available and thejudgment of the design engineer.) 3 . The barrier shall be constructed by piling brush, stone, root mat and other material from the clearing process into a mounded row on the contour. If a filter fabric is used (Plate 4.07a) : ■ 4 . The filter fabricshall be cut into lengths sufficient to lay across the barrier from its upslope base to just beyond its peak. Where joints are necessary, the fabric shall 4-32 Ass . a e - " y r c e '; (s \ t . pl C < % Ila r F c r r FI �1 i Chapter - Best Management Practices for Erosion and Sediment Control ground that discharges through an opening in a storm drain inlet structure. This opening can either be the inlet opening or a temporary opening made by omitting bricks or blocks in the inlet. The trap shall be between 1 ' and 2' (30 - 60 cm) deep measured from the low point of the inlet. A yard drain inlet or an inlet in the median strip of a dual highway would use the inlet opening for an outlet. (See Plate 4.25e) A curb inletwould require a temporary opening. (See Plate 4 .25f) The trap should be out of the roadway to avoid interference with construction. Placing the trap on the opposite side of the opening and diverting water from the roadway to the trap is one means of accomplishing this. 5 . Other applications At times a small trap may be constructed in a drainage channel using the culvert fora road crossing . Straw bales or gravel filled bags may be used provided that there are no gaps in the installation . (See Plate 4.258) In largertraps baffles may be required to insure adequate flow length and prevent short-circuiting. (See Plate 4 .25h) Construction Specifications 1 . The area under the embankment shall be cleared , grubbed, and stripped of any vegetation and root mat. To facilitate cleanout, the pool area should be. Geared: 2 . Fill material for the embankment shall be free of roots or other woody vegetation , organic material , large stones, and other objectionable material. The embankment should be compacted im 8 inch (20 cm) layers by traversing with construction equipment: 3 . The earthen embankment shall be seeded with temporary or permanent vegetation (see Sections 6 .65 and 6 .66)within 15 days of construction. 4. Construction operations shall be carried out so that erosion and water pollution are minimized. - area has been stabilized: - - -.. _--- _ .. -- - ._ Maintenance 1 . Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to 1 /2 the design volume of the trap. Sediment removed from the basin shall be deposited in a suitable area and in such a manner that it will not erode , 2 . The structure should be checked regularly to insure that it is structurally sound and • has not been damaged by erosion or construction equipment. The height of the outlet should be checked to ensure that its center is at least one foot (30 cm ) below the top of the embankment. 4-75 Florida Erosion and Sediment Control Inspectors Manual rUV INNf/ rFLOW rAXM .. 4 MOW rr SEDmEm, —LADEN RVNDrr DEPTH BUM TOPOF INLET: . . . r-r-- xs WIN. 1 '— I&M r a rt LARGER PARTICLES STORu WATER wrrHwQ SELAE ouz Lw=n PARTICLES HDLES ReMOVE0 FOR Ng lIR111h1 SVtcf: - SPECIFIC APPLICATION r THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAYY FLOWS ARE "EXPECTED AND WHERE Ali oVERFLDW CAPABILITY WEI EASE OF - - --- - - - --- - - ----- ---�Y7tINTEtIANCE-'icRl:-DES9R�c3�.- - -- - - - -- - --- -- -- - - - - — . . —_ -- ----- - - - Lim r Plate 4.25e Excavated Drop Inlet Sediment Trap Source: Michigan Soil Erosion and Sedimentation Control Guidebook' r 4-76 i Florida Erosion and Sediment Control Inspectors Manual 4 . 08 STORM DRAIN INLET PROTECTION ( ES SMP 1 . 08) Definition A sediment filter or an excavated impounding area around a storm drain drop inlet or curb inlet. Purpose To prevent sediment . from entering storm water conveyance systems prior to permanent stabilization of the disturbed area . Condition Where Practice Applies Where storm drain inlets are to be made operational before permanent stabilization of the disturbed drainage area. Different types of structures . are applicable to different conditions (see Plates 4.08a through 4.08h). Planning Considerations Storm sewers which are made operational before their drainage area is stabilized can convey • large amounts of sediment to receiving waters. In case of extreme sediment loading, the storm sewer itself may clog and lose most of its capacity. To avoid these problems, it is necessary to prevent sediment from entering the system at the inlets. This section contains several types of inlet filters and traps which have different applications dependent upon site conditions and type of inlet. Other innovative techniques for accomplishing the same purpose are encouraged, but only after specific plans and details are submitted to and approved by the stormwater permitting agency. Note that these various inlet protection devices are for drainage areas of less than one acre (0.4 ha) . Runoff from large disturbed areas should be routed through a TEMPORARY SEDIMENT TRAP - Section 4 .25 (ES BMP 1 .25) . Design Criteria 1 . The drainage area shall be no greater than 1 acre (0.4 ha). 2 . The inlet protection device shall be constructed to facilitate clean out and disposal of trapped sediment and to minimize interference with construction activities. 3 . The inlet protection devices shall be constructed so that any resultant ponding or stormwater will not cause excessive inconvenience or damage to adjacent areas or structures. •• 4 . Design criteria more specific to each particular inlet protection device will be found on Plates 4 .08a-h. 4-34 Chapter 4 - Best Management Practices for Erosion and Sediment Control s Drop Inlet with Grate Compacted Soil Staked , B1 to Prevent Piping straw Bale a a C ' P7. 0 Runoff WgGe Filtered i T a a with sediven Water 7 r4M v � Straw Mies Staked with 2 Stakes Per Bale Specific Application This method of inlet protection is applicable where the inlet drains a " relatively flat area ( 51opes no greater than 5 percent) where sheet or overland flows (hat asiceeding 0 , 5 cfs ) are typical , , She method shall not apply to inlet,,: receiving concentrated flows , . such r as in street or highway vadians . Plate 4, 08a Straw Bale Drop Inlet Sediment Filter Source: Michigan Soil Erosion and Sedimentation Control Guidebook 4-35 Chapter 4 - Best Management Practices for Erosion and Sediment Control Block Inlet with Pfywood and Sandbags. as Necessary, to Fravanf Water from Enterin� Flow Flow Flow ' a \ ,. .. A: ' - . ' p} • '''•„^ . . , k IL IM ' • . \ , ♦ .. . rr.: t` �1� , t` � }.'fin I � Wil• • �✓ , 11 ~ ,ei1114+ h •� ~ '1 , Wit: ' .fin . ' • � r. .#_�. ! : 11rftk � ' '- Flow to Flaw' '_ j • ' , 1 , "����-:�' - ' . � . • r�\ ccs . z/ -- 1 . ^ sr�� 'w� Fiamose Brisks or i 'y., Blacks far Oidlat Trap may be Placed Behind or at End of Inlet r As Required 2:1 or Ratter 21._ 0. Flatter —'� . • = _ ' ILVJJtliiliir3iE1' s 11 • n9rL� _ Croas3sction Section A-A Carp Drain 'e Yard [Frain MOTE_ Whars curb is In place, provids a 1 foot wide opening in he cusp ar use a sandoug darn Ic lona }voter over tha auti7 to ft trap. - r`'oristruWant -Soeoificelinns. . ; . Sadimentshallberem " andtraptestorecitohecrigineldiinensionswhenthesedimenthas accumulated to ,l2 the design depth ofthe trap. Removed sediment shall be deposited in a sultable area and in such a manner that it will not erode. 2. The structure shall be inspected after each reel and repairs mads as needed. 3. Construction operations stiall be carried out in such a manner that erosion and wa`.ar pollution sl}ail be minimized. 4. The sedimenttrap shalt be :em*vgd and area stabilized when tha remaining c' a-inage areahas been property stabilized, " S. All cu: and fill elopes shall be 2 " or ilattw- Plate 4.25f Storm inlet Sediment Trap Source: NRCS 4-77 Florida Erosion and Sediment Control Inspector's Manual Removal Sediment traps must be removed after the contributing drainage area is stabilized . Plans should show how the site of the sediment trap is to be graded and stabilized after removal. 304.k,, FILM SACS STAM AT EASE T1113 LAYERS Wfh 2,24 IhAT ' 5 f�dGOPS 3= A,'i> EADy!l M BAM al '[}£ } FL4fL:PE Mohr A 3 A — i� merc.4 + f. •• cic t c f- Ilk . 4aIRo6rw�ll , ' �Tr td ' I� bd F Ja {l � \ MLVEar M VMD NEA FZ :An fix m ff. D I SMMT SIDE VIEV FRONT VIEV (N� SCALD !ENVE A 12�Di7f 0170'11'Q 5PP 3tiRUExN PPE NEA GPM . MVATM Ar6 PL9Z A TDOX MY131" 3' AYM fa TU? F[RsEama JAM Al EMqT II S:Rpff 3%L= ~ F RENT VIE' 0= MAD WIM ba4L_RNATIvE.) EACH EAG IS TO CONSIST IFF / 4-INCH DLA}IE`k TOP VIEV GRAVEL CENTAIN~, LN PMV= &RJPBAQS CR SYNT!IVIC NET B<S n/&I: Crkl MESR AND 3E • ADMXIMATELY 24 rNChES l 12 INChrS VIDL *Z 6 INID-ES KGH Plate 4.25g Small Sediment Trap Located within a Stormwater Conveyance Channel source: HydroDynamics, Inc . ■ 4-78 ■ w Florida Erosion and Sediment Control Inspector's Manual r w STRAY SALES ARE TO BE PLACED 4 INCI-I_S IN ;l E SOIL. TICS iTLY ABUTTING 'VITH f1 w GAPS , STALED ANIS DAvIFILLI�D ARnUND TIE ENTIRE DUTSIGE P?.IMUER w i w Y w w AREP. _NLE T w s RL 442 Hd I yatlla III �[ pia71-U� \\ T � i.�r Fn.TERU -VATER w SEC 1 ICN AA NOTA STRAV BALE FIL I F S ARE; NOT TO o` ACJ.-..CENT Atea TG w IN'� IS PAVED Plate 4.08b Straw Bale Filterfor Area Inlet w Source: HydroDynamics, Inc . 4-36 Chapter 4 - Best Management Practices for Erosion and Sediment Control A r ygOGp 5TAf METAL 1iE9Alt , .,,�? STRAPIr 5 15Tp cr=s8T GOR145" as 57�2m. Cr b DGG nw+IN 6RAVe1- s� LT:�FsTHAN " a " • r S% SLOPS PLAN WIM _ � � FDIGU�N6 f1E'.6:{T - . 5'RAPI 61y4VY $' � r �I S,iGKFILL • t DROP � . tml7 STRAK INt� 5#4 4' MIK. I1.. . INTO SOIL V SeCTSOK A4 NO7F5: B►d�t' r 5 I'•'N.� TO S . TM TOP Op ne 5'jtIIIGStM (PONPIN5 H�IiWr) I . PROP JR.MT SEPI NPI�Ri.7 J BL DF'.AINA6e MYST Be Yff1.L UgLC➢i 'rfe arAv D ELtVAT14N aE I!'dfS3 PCR SMALL, DOKW5LO TG PRE'VE14T RI1N01" PROM SY- ARgAB. aX.-SS T 0 SDIL AND PASWUS T� INILEmr. M)Q:AVALnOH Or A 5A5SN x, ; 1 #e ��Ap INTO TII 4S Ami EHPS P7JAGLhLNt: To Tide DROP I .LET OR A -MI - orP !gET CORNERS ORARY D'' Poi THB DDWMSL.OM OP .1&-r 'L7 AIBmme, 61ZAY£L BAOKr-" WILT eye=. 77 '-R09FPN OR PLOK ARCjH0 THe BALM gTR=SURE MAY BE NM=55MR". _ s Plate 4. 08c Straw Bale and Gravel Drop Inlet Sediment Barrier source: Erosion Draw 4-37 r Chapter 4 - Best Management Practices for Erosion and Sediment Control N wt TI 12G 'e.5 3.0 as 5_^, a5 5.0 SEDIMENT TccAP Gt JIDELI \ES V ff T1 i B.0 2w 2.5 c 3D =D < _ EHa rc SIX SLOPES ME 4C7 7o at w lu M= TIm Lt=4r= AT LPAAT IIS F 7 6E10Y . THE =nLL L'AY VZV^r.TCN SPI.LVAY PESIONEO 113 PASS :0-+R. R4-Fgk FEPK F"MbS S:L72C.c GLU ATEO RY L �r . FOQ VMJ.M EMATION FI7 - - HH 2 -r Ow iHLV IIYL-4 F..iERVRTE'a 4O.LpE' - 3/4-LIL^-I MIAPE: 2 zrawr.TEtr. AT Sq O:RLET P� S2EG TC uFt�Gp44krp QAvEL Sla'LYE Ea1aTL7+ Y n1TF T FILTER s , DETOTION 1POND SEDIMENT TRAPXBASrN 30"�IFCM C[ME7'ff! LPPPIQmGlKTEy �94F1 F>LTER FMLrri10R e o KP R S:QYCE ORLOLIATEO Ev HISI= FLWS . TP7.Ci vp-I,FE EILNTIDV s smog N3.%YE z3/4-IrE71 Ii!/J'E:ER C�L3LATEO Frc semen STC imm a.MT=N 12 INCH mesm 67t8 WPF<QfY1hTD uMAYEL SYA�?a FFL§ LVER 7IIi,E: PW' � rnuER ¢9�AG FCR K•/,O2' no-YENt VPACM MSO FLC.'S .1 FLOW LEN% TH DETAIL BAFFLE DETAIL LSE � 94fTt� H4Y � . r' x$ F7 YTYe _ Itl. . PLY+rSG OR EnIIYA..EY- �( R= Fih3f . . . . . . L :3 FEr -24 GZL" Y . . . . . . LN .rE. . 7TH �. . . . . . . . . . :. rJ.[VAT(LN OF - HAMW 4MrPt74 SPPOW of ON S - 5FEET Plate 4.25h Sediment Trap and Basin Guide Source: HydroDynamics, Inc . 4-79 Florida Erosion and Sediment Control inspector's Manual 4. 26 TEMPORARY SEDIMENT BASIN ( ES BMP 1 , 26) Definition ` A temporary basin with a controlled stormwater release structure, formed by constructing an embankment of compacted soil across a drainageway. ` Purpose • To detain sediment-laden runoff from disturbed areas long enough for most of the sediment to settle out. • Conditions Where Practice Applies Below disturbed areas greater than 5 acres (2 he) . There must be sufficient space and appropriate topography for the construction of a temporary impoundment. These structures are limited to a useful life of 18 months unless they are designed as permanent ponds by a • qualified professional engineer. Planning Considerations ` Effectiveness Sediment basins are-at best only 70-80% effective in trapping sedimentwhich flows into them. Therefore, they should be used together with erosion control practices such as temporary seeding , mulching, diversion dikes , etc. to reduce the amount of sediment flowing into the basin . Location To improve the effectiveness of the basin , it should be located so as to intercept the largest possible amount of runofffirornthe disturbed-area. The-bestiocations are generally-low areas - and natural drainageways below disturbed areas . Drainage into the basin can be improved by the use of diversion dikes and ditches. The basin must not be located in a live stream but . should be located to trap sediment-laden runoff before it enters the stream. The basin should not be located where its failure would result in the loss of fife, damage to adjacent properties , or interruption of the use of public utilities or roads. Multiple Use Sediment basins may be designed as permanent structures to remain in place after construction is completed . The Stomiwater Rule (Ch. 62-25 , RAL.) makes the use of these structures desirable for stormwater detention purposes. Always leave the bottom of the sediment basin 6" - 12" higher than the eventual bottom of a retention basin . This will ensure removal of accumulated fine sediments which could prematurely dog the retention basin . wherever these structures are to become permanent, or if they exceed the size limitations of 480 Florida Erosion and Sediment Control Inspector's Manual ' Construction Specifications Straw bale drop inlet filter 1 . Bales shall be either wire-bound or string-tied with the bindings oriented around the sides rather than over and under the bales. 2 . Bales shall be placed lengthwise in a single row surrounding the inlet, with the ends of adjacent bales pressed together. (See Plate 4.08x) 3 . The filter barrier shall be entrenched and backfilled . A trench shall be excavated .. around the inlet the width of a bale to a minimum depth of 4 inches (10 cm) . After the bales are staked, the excavated soil shall be backfilled and compacted against the filter barrier. (See Plate 4.08b) 4 . Each bale shall be securely anchored and held in place by at least two stakes or rebars (See p. 4- 17) driven through the bale. 5 . Loose straw should be wedged between bales to prevent water from entering between bales. 6 . Gravel may be spread around the bales to improve stability. (See Plate 4 .08c) Fabric drop inlet sediment filter 1 . Fabric shall be cut from a continuous roll to avoid joints. 2 . Stakes shall be 2" x 4" (5 cm x 10 cm) wood (preferred) or equivalent metal with a r minimum length of 3 feet (90 cm). (See Plate 4 .08d) 3 . Staples shall be of heavy duty wire at least 112-inch (13 mm) long . 4 . Stakes shall be spaced around the perimeter of the inlet a maximum of 3 feet (90 cm) apart and securely driven into the ground minimum of 8 inches (20 cm) . A frame of 2" x 4" (5 cm x 10 cm) wood shall be constructed around the top of the stakes for proper stability. 5 . A trench shall be excavated approximately 4 inches (10 cm) wide and 4 inches (10 cm) deep around the outside perimeter of the stakes. (See Plate 4 .08e) .r 6 . The burlap shall be stapled to the wooden stakes, and 8 inches (20 cm) of the fabric shall be extended into the trench. The height of the filter barrier shall be a minimum of 15 inches (38 cm) and shall. not exceed 18 inches (45 cm). • 7 . The trench shall be backfilled and the soil compacted over the burlap . 4-38 Chapter 4 - Best Management Practices for Erosion and Sediment Control r r A r f r IL ORATE L ..gyre r A \ r PLAN VIEW SEGUKLY TO ?Xf Yio v TOF FRAME I�OESSAW M% MM CVBI;LA nwo - foil 5TASIUTY FAEMC TO NEXT 5TA V � �DNDIN6 HT, i � r Zx4 AOOD FXAMC 1w 4 51D1:i or D.I. r 3�" MAx J 11" MIF. / �' SECTION A- A r !. DF[)P INLET 9E'69M�NT DARR[en Af2E TO M 4. 7Ve Top -CF '14-e FRAME (PONRING NCI¢}fT) r VqW rrcm SNALL, NYA7LLT LtYEL DRAINhOr M1St Be YlJ..L $£LOY'1 TI1E 6Rt7LhL £LWA?I4}i' AWAS. (LEW TMN _ 5W DaMeLOPE To PREVENT WINOFP FROM $Y- Z. 115E 2X4 yVo:7D Olt eWVALtSIT METAL STAKES, PAeSIN® TFIE IKMT, A• TEMpoRAIZY D}KE MAY MIN. LEN&TH) - M NB rv^RY ON THE DO•M SA-0PE 51D2 Ox r 8. MTALL 1%,4 Nk70D TOP MAM TO INWIM Tl� 5'fFJJG7VRE, gT OU'rY. Plate 4.08d Silt Fence Drop Inlet Sediment Barrier Source: Erosion Draw r 4-39 Chapter 4 - Best Management Practices for Erosion and Sediment Control ., the design criteria , they must be designed as permanent ponds by a qualified professional engineer. Permanent ponds are beyond the scope of this BMP . Design Criteria Maximum Drainace Area Unless the structure is designed as a permanent pond by a qualified professional engineer, the maximum allowable drainage area into the basin shall be 150 acres (61 ha). Basin Capacity The design capacity of the basin must be at least 134 cubic yards or 3600 cubic feet per acre (252 m3/ha) of drainage area measured from the bottom of the basin to the crest of the principal spillway (riser pipe). Sediment should be removed from the basin when the volume of the basin has been reduced to 55 cubicyards per acre (104 m3/ha) of drainage area . The elevation of the sediment cleanout level should be calculated and clearly marked on the riser. In no case shall the sediment clean out level be higher than one foot (30 cm) below the top of the riser. (See Plate 4. 26a) . Basin Shape To improve sediment trapping efficiency of the basin, the effective flow length must be twice ,. the effective flow width . This basin shape may be attained by properly selecting the site of the basin , by excavation , or by the use of baffles . See Appendix 1 .26A for design details. 67 C.Y,j AC: CRY STORAGE i UOE�TE-',RING 87 C .Y./ 4C _ . ytEi " =RAGEPlimp �s.': '�Pee :e - .a-x�i•e: .rte. s c.... - - - - - —s�saa�rir- c��Rbor-�orrvr- - - - -- - _— - - --- -- - - - - _ - ---- ----- - -- - - _.. .. ( " WETSTORAGE REOLCEa . TO 34 C-Y./ ACP.E} f - 4-81 Florida Erosion and Sediment Control Inspector`s Manual Plate 4 .26a Sediment Basin Storage Volumes Source: Virginia DSWC Embankment Cross-Section The embankment must have a minimum top width of 8 feet (2.5 m): The side slopes must be 2: 1 orflatter. The embankment may have a maximum height of 10 feet (3 m) if the side slopes are 2: 1 . If the side slopes are 2.5 : 1 or flatter, the embankment may have a maximum height of 15 feet (4 .5 m) . Soillwa____y Desican The outlets for the basin may consist of a combination of principal and emergency spillways or a principal spillway alone . In either case, the outlet(s) must pass the peak runoff expected from the drainagearea for a 10 year storm without damage to the embankment of the basin . Runoff computations shall be based upon the soil cover conditions which are expected to prevail during the life of the basin . Refer to Chapter 3 of this manual for calculation of the peak rate of runoff. The spillways designed by the procedures contained in this BMP will notnecessadly result in any reduction in the peak rate of runoff. If a reduction in peak runoff is needed , the appropriate �. hydrographs should, be generated to choose the basin and outlet sizes.. To increase the efficiency of the basin , the spillway(s) must be designed to maintain a permanent pool of water between storm events. r Principal Spillway The principal spillway shall consist of a solid (non-perforated) , vertical pipe or box of corrugated metal or reinforced concrete joined by a watertight connection to a horizontal pipe (barrel) extending through the embankment and outletting beyond the downstream toe of the fill. If the principal spillway is used in conjunction with an emergency spillway, the principal spillway shall have a minimum capacityof 02 cfs per acre (0 .015"m3 /sec. per ha) of drainage area when the water surface is at the crest of the emergency spillway. If no emergency spillway is used , the principal spillway must be designed to pass the entire peak flow expected from a 10-year storm . See Appendix 1 .26A of The Florida Development Manual for design details. Desian Elevations Ifthe-pdricipalspillwayas..used -together_with_an_emergency-spillway�thesaestof-the.prinelpal_ ._ ._ spillway shall be a minimum of one foot (30 cm) below the crest of the emergency spillway. If no emergency spillway is used , the crest of the principal spillway shall be a minimum of 3 feet (90 cm ) belowthe top of the embankment. (See Plate 4:26b ,) In either case , a minimum freeboard of one foot (30 cm) shall be provided between the design high water and the top of the embankment:. 482 ■ M Florida Erosion and Sediment. Control Inspector's Manual 2 X 5 • WnnD :RAKE DRCIP INLCT WLTH GRATE 3' MSN. I I GATHCR EXCESS I • ( I - - �"' n' . CQRNERS Para pediveVtews a STAKE I E4SRSC k 1' KIN. p tfal � Elevalion of Stake and s Fabric �riantaion Detail A � ,�paclfra oortcation This method of lnlat protection is apprmblawherethe inlet drains a reladvely NO area (slaorce no greater than 5%) where the inlet sheet or avarland floras ( not exceeding i e f.s.) are typical. The method shall not s apply to 1Mats recelving concentrated flows, such . ea in street or highway medians. r Plate 4.08e Filter Fabric Drop Inlet Sediment Filter Source: North Carolina Erosion and Sediment Control Manual Gravel and wire mesh drop inlet sediment filter '� 4-40 Chapter 4 - Best Management Practices for Erosion and Sediment Control 1 . Wire mesh shall be laid over the drop inlet so that the wire extends a minimum of one i foot (30 cm) beyond each side of the inlet structure, Hardware cloth or comparable wire mesh with 112 inch ( 13 mm) openings shall be used . If more than one strip of mesh is necessary, the strips shall be overlapped at least 1 ft . (30 cm) . 2 , FDOT No. 1 Coarse Aggregate ( 1 .5" to 3 .5" stone)(4 - 9 cm) shall be placed over the wire mesh as shown on Plate 4.08c. The depth of stone shall be at least 12 i inches (30 cm) over the entire inlet opening . The stone shall extend beyond the inlet opening at least 18 inches (45 cm) on all sides. (See Plate 4.08f) i 3 . If the stone filter becomes clogged with sediment so that it no longer adequately performs its function , - the , stones must be pulled away from the inlet, cleaned and replaced . NOTE: This filtering device has no overflow mechanism . Therefore, ponding is likely especially if sediment is not removed regularly. This type of device must never be used where overflow may endanger an exposed fill slope. Consideration should also be given to the possible effects of ponding on traffic movement, nearby structures, working areas, adjacent i property, etc. i id" MIN .—+I GRAVEL. (12' MIN. DEPTH) i RUNOFF WATER Win SEDIMENT i , t dS11J� I y . �aQ c YORE MES'r SEOIMcNT FILTERED WATER x,"=��� deorrratien Tnis method of inlet protecrion is'appiimbla wham howy curieentratad Bons are exp eciBd but nett where pontdng around the struetura might c=ae exee3aiee1wrWience or damage to adjacent structures and unprotected areae. • Gmvul Shau b® vDoT *am =S7, or Ks 0o " Agt7rogme- � Plate 4.08f Gravel and Wire Mesh Drop Inlet Sediment Filter Source: Virginia DSWC 4-41 Chaoter 4 'Best Management Practices for Erosion and Sediment Control CRCST OF EMERGENCY SPILLWAY + DESIGN HIGH WATER (25—Yt , STORM ELEY,) Mlh• 1R' ❑5' + - MZL t _0' ------ ----- ii RISER CREST - ."F.'.^. .'." . . 67 C_Y./ AC. Dn1YATE11<NG ' DRY STORAGE • COACE 6i C.Y./ AC 'a ..is i{{ _ ' WL7 " STDRAG= — '• 'v_ . . ::i^ i •u#.. aw (EOINT � MRALNT E RED GED + TO 34 C.Y. j ACRE} - Design Slawations with Emergency SpI111Vey DESIGN IAGH WATER + (25-YR. STOP1d ELE'i.) MiK 2.0 µ1N 5.0' X. MIN. 1 .0 ' ". DRY R STORAGE - : . . . . . . : . . . . . . . R1SER :7��F ... ...._.. .. .... .... . 1.v.. ..... r:: 67 C .Y. AC. . .. ...._. .... .%-.. .._.... 5IQRAiGE. ........... •• _ DEVICE - :It9—ie SE7 mF.tr OLEANDLT POINT - - Design Elevations withaut•Ernergency SpUlway (Ricer Passes 25 Year Evora) + r Plate 4.2eb Sediment Basin Schematic Elevations Source: Virginia DSWC 4-83 Florida Erosion and Sediment Control Inspector's Manual Anti-vortex device and trash rack An anti-vortex device and trash rack shall be attached to the top of the principal spillway to improve the flow of water into the spillway and prevent floating debris from being carried out of the basin. The anti-vortex device shall be of the concentric type . (See Plate 4 . 26c). See Appendix126A of The Florida Development Manual for design procedures for the anti-vortex device and trash rack. Dewaterino _ Shall be done in a way that removes the relatively clean water without removing any of the . sediment that has settled out and without removing any appreciable quantities of floating ., debris . As a minimum, provisions shall be made to dewater the basin down to the sediment cieanout elevation. This can be accomplished by providing a hole at the maximum sediment retention elevation (See Plate 4.26b). The dewatering hole shall be no larger than 4 inches .� (10 cm) in diameter. Other means of automatic dewatering are detailed in Appendix 1 .26A of The Florida Development Manual . It is also advantageous (but not required) to provide for dewatering of trapped sediment before clean out. Basin underdrains are generally installed forthis purpose . Appendix 1 .26A contains details for the design of an underdrain system. Base The base of the principal spillway must be firmly anchored . to prevent its floating. If the riser of the spillway is greater than 10 feet (3 m) in height, computations must be made to determine the anchoring requirements. As a minimum, a factor of safety of 1 .25 shall be used (downward forces = 1 .25 x upward forces). For risers 10 feet (3 m) or less in height, the anchoring maybe done in one of the two following r ways: 1 . A concrete base 18 inches (45cm) thick and twice the width of riser diameter shall be used and the riser embedded 6 inches ( 15 cm) into the concrete . (See Plate 4.26d and Appendix 1 .26A of The Florida Development Manual for design details) . 2 , A square steel plate, a minimum of 114 inch (6.5 mm) thick and having a width equal to -twice the diameter of the riser, shall be weldedto the base of the riser. The plate shall then be covered with 2. 5 feet (76 cm) of stone, gravel, or compacted soil to prevent floatation . (See Plate 4 .26d and Appendix 1 .26A for design details) . Barrel • The barrel of the principal spillway, which extends through the embankment, shall be designed to carry the flow provided by the riser of the principal spillway with the water level at the crest -- -- - - - — of -the- emergency--spillway.---Therconnection-between. -the-riser-- and -the...barrel -+must- be--- -- ---- -� watertight. The outlet of the barrel must be protected to prevent erosion or scour of downstream areas. See Appendix 1 .26A for design details. 4-84 Florida Erosion and Sediment Control Inspector's Manual Block and oravel droip inlet sediment filter 1 . Place concrete blocks lengthwise on their sides in a single row around the perimeter of the inlet, .with the ends of adjacent blocks abutting . The height of the barrier can be varied, depending on design needs , by stacking combinations of 4 inch , 8 inch and 12 inch (101 20, _ and 30 cm ) wide blocks . The barrier of blocks shall be at least 12 inches (30 cm) high and no greater than 24 inches (60 cm) high : 2 . Wire mesh shall be placed over the outside vertical face (webbing) of the concrete blocks to prevent stone from being washed through the holes in the blocks. Hardware cloth or comparable wire mesh with 112 inch (13 mm) openings shall be used . (See Plate 4 . 08g) 3 . Stone shall be piled against the wire to the top of the block barrier. Suitable coarse aggregate shall be used. (See Plate 4 .08h); 4 . If the stone filter becomes clogged with sediment so that it no longer adequately performs its function, the stone must be pulled away from the blocks, cleaned and replaced . 5 . As a very temporary alternative, pervious burlap bags filled with gravel may be placed around the inlet provided that there are no gaps between the bags. (See Plate 4. 08i) 6. Either of these two practices may be installed on pavement or bare ground Sod drop inlet sediment filter 1 . Soil shall be prepared and sod installed according to the specifications in SODDING Section 6 :67 (ES BMP 1 .67) . 2. Sod shall be placed to form a turf mat covering the soil for a distance of 4 feet (1 .2 m) from each side of the inlet structure . (See Plate 4 .08j) Prefabricated drop inlet internal filter bag (ACF Silt Sack) ' 1 . Remove the grate over the catch basin and insert the filter device, then replace grate to hold the device in position . 2. When sediments have accumulated to within one foot (30 cm) of the grate the filter insert must be removed by a front-end loader or forklift. The filter may be discarded and replaced or it may be emptied, cleaned , and reused . NOTE: This segment does not constitute a product endorsement. " . 4-42 Chapter 4 - Best Management Practices for Erosion and Sediment Control A CAR AM SRAM 4rS R� V X. C ' c 4.16 , •�6 s e o •4.O0 LONGR ,� a4 SRAVEL. 9AG *=ILL 00 r C A PLAN VIEW GO11GS 1'.` 5L0GK—, . Fzf:7ER rA6RS .468 OR T Pi7ilG � a�,AYL $AGKP!' n✓tias_oPO�OIINO HT, w ' _ yG e aRoP iNLZT i i SECTION A - A NOTES. - 5. THE -0P OF THE sTt FW Uri !POWD 6 HPi6HT) ` I, D�1JP fA4.5T 5EDIToMhT 8,4RRIT ^FM 70 J•LGT 5E rMwL 9ELOiN THE GROUND E_EVATION L5W POR 5MA" tcT= nbr LEYEL 7RRINA65 7OV*;6LOPE TO ?REVENT RUNOPP PROM'I 5Y- AIZ.45, (LE55 THAH 5%) PA55 - 46 T+IE INLET, A TEM F RRARby' 12IKE ' SA7 2 EXGAVAM A BASIN OF SUFMCIONT S.L 5r- }eGE55AFc` JN T+M T70045LOPE 5I'DE aF ADJTO THE 01540PT 0P DiL.E . ' Af.� +O 9TRI:TV1 i Plate 4.08g Block and Gravel Drop Inlet Sediment Filter ` Source: Erosion Draw 4-43 ` PRESS'JRF RELIEF N .P HtllfS 7/2'. DIA- A n ! •�� - W > A i A U - 'TOP STIFFENER (If REQUIRED) y ISw X.�-X — ANGLE WELDED ID TOP AND URIEHTED PER— O PENDICULJtR TO CdRRUGATIDNs- LL�� / c' I m TOP ISE.-- GAGE CORRUGATED METAL OR 11d' STEEL PLATE. PRESSURE RELIEF HOLES MAY m j BE 'ogWTTED. IF ENOS OF 'u a I . CORRUGATIONS ARE LLFI FULLY p� I OPEN WHLN THE TOP 15 CD t1 ! PlanVlew ATTACHED" n CD i 0 -ti .. _ . µ ED CYLINDER IS —"_GAGE CORRUGATED - TmGIrN to - METAL PIPE OR FABRICATED FROM FTI 0 XL AROU10En., _ - � H STEEL PLATE. o I — NOTES: ! - o Ff Mw, I . THE CYLINDER MUST BE Tn _ - FIRMLY FASTENED TO THE CD CL =. TOP OF THE RISER. W SUPPWiT BAR SIZE 2. SUPPORT BARS ARE WELDED rt (#c REWOM MN-) Td THE TOP OF THE RISER o 7 ACER BhR y = :; ' OR ATTACHED BY STRAYS IT�'PI-y i^ BOLTED Id TOP OF RISER. '•" "ass-n,- �s�''sF? ... RISER WMIFIER i Ismnatcic i 8cciian A-R I I Florida Erosion and Sediment Control Inspector's Manual r i i 7 r ji3d l E S i TYPICAL CONCRETE 3ASE TYPICAL STEEL BASE r Plate 4.26d Riser Pipe Conditions r Source: Virginia DSWC r • r � . SITUFATEO ZDME . r CONNIXTION5 BETWEEN': t _ . THE iwn -sEEP AND TIE WREL MUST Bit r WAX=-n?1GHT . ._:. . ..._ _ IN i Plate 4.26e Location of Anti-seep Collars Source: Virginia DSWC r 4'86 111. 7 ��••�����'' '' � }� t:faA l��y�a�i•�.�' Tia' S*''�- �� /f��4r�! Mi SCREEN CDjqCRETE i FILTER Iii SCREEN a- v WATER • - - -. . ®� MWITH t�► 0 DROP INLET WrTH CRATE Slasa N� ��kl�tiElfl tea• a R Application Ili; prevent excessive ponding around the structure. FDOT *ZI, #357, or iii Coma Aggmpls. Chapter 4 - Best Management Practices for Erosion and Sediment Control 1 3%kyp . Pilo V ffR=+41EY I P.AZ l9`1JEtG 3.174 3/�-AGi 9iP!£1W PJffO A irNr �41�t PG�$lEA i�' -ff CJOEr 9.[AtS I� r. ppp l j A ,, , > OFEq NU7 V:ni 4Nr 3]i:fP Bta � m+�hE'sL bET T9KS DYE-GW !t9+1 h My 24 =fS 'sem�ca�a.� � n[, r� tis Mx n� s Nraes rea+ 7 A Ii38E LMV W GLS F9.it7t EA3' hiE L1z7. Ye[UICRM r _ T-W QPS t r vCiil t� 'f LO1F.R �+'='q LI' mo P'' � TD I nary'+ ASA 'Ch"� • FLT= SUV CRUSS-SEC7MN AA SME V Ely+ CONCRETE BL7CKG FILTER GRAVEL FILTER Br,JS N-7=- �L7::RS MAY BE USED DN P4VEN.EN7 M BAR= 7:3U Plate 4.081 Gravel Filters for Area Inlets Source: HydroDynamics, Inc . Prefabricated drop inlet external filter (Suntree Isles Grate Inlet Protector) 4-45 / Chapter 4 - Best Manaqement Practices for Erosion and Sediment Control / / / / COATROL SECTION r 561FsiaEN o7SPILLLWAY . BE CONSTRUCTED . DrER RLL ..-..: ..? wAERLAL _ do - W I-gYWIL]Pr QY�L� ' _— V / / Plate 4.26f Emergency Spillway + Source: Virginia DSWC 4-87 Florida Erosion and Sediment Control Inspector's Manual Anti-seep collars Anti-seep collars shall be used on the barrel of the principal spillway within the normal saturation zone of the embankment to increase the seepage length by at least 10% , if either ., of the following two conditions is met: 1 . The settled height of the embankment exceeds 10 feet (3 m) . 2 . The embankment has a low silt-clay content (Unified Soil Classes SM or GM) and the barrel is greater than 10 inches (25 cm) in diameter. - The anti-seep collars shall be installed within the saturated zone. The maximum spacing between collars shall be 14 times the projection of the collar above the . barrel. Collars shall not be closer than 2 feet (60 cm) to a pipejoint. Collars should be placed sufficiently far apart to allow space for hauling and compacting equipment. Connections between the collars and the barrel shall bewatertight. See Plate 4.26e and Appendix 1 .26Afor design procedure and details. Emergency SoillwaY The emergency spillway shall consist of an open channel constructed nextto the embankment over undisturbed material or properly compacted fill : The spillway shall have a control section at least 20 feet (6 m) in length . The control section is a level portion of the spillway channel at the highest elevation in the channel. ;(See Appendix 1=.26A and Plate 4.26f). The primary spillway and the emergency spillway shall both discharge to stabilized outlets . (See Plate 4.26g ) . Ca aci The emergency spillway shall be designed to cant' the peak rate of runoff expected from a 10-year storm , less any reduction due to the flow through the principal spillway. See Appendix 1 .26A for design details. Desian elevations The design high water through the emergency spillway shall beatleastonefoot (30cm) below .. the top ofthe embankment. The crest of the emergency spillway channel shall be at least one foot (30 cm) above the crest of the principal spillway . Location - --- -- - -Theemergencc-yspillway-channel-shall be-located to-avoid flImaterial If-constructed on.fill, .the --- - -- ---- -� fill will be properly compacted in lifts. The channel shall be located so as to avoid sharp turns or bends. The channel shall return the flow of water to a defined channel downstream from the embankment. 4-88 Florida Erosion and Sediment Control Inspector's Manual 1 . Place the device over the inlet. If the inlet has a grate, the device shall be secured to the grate by means of along toggle bolt. If the grate is not present, the device shall be bolted directly to the concrete . 2 . Sediments shall be removed when they have accumulated to within one foot (30 cm) of the top of the device. The filter fabric elements shall be cleaned or replaced at that time. ,. NOTE: This segment does not constitute a product endorsement. Gravel curb inlet sediment filter 1 . Hardware cloth or comparable wire mesh with 1 /2 inch (13 mm) openings shall be placed over the curb inlet opening so that at least 12 inches (30 cm) of wire extends across the top of the inlet cover and at least 12 inches (30 cm) of wire extends across the concrete gutter from the inlet opening. (See Plate 4.08k) 2 . Stone shall be piled against the wire so alto anchor it against the gutter and inlet cover and to cover the inlet opening completely: FDOT No . 1 Coarse Aggregate shall be used. 3 . An overflow weir can be constructed of 2" x 4" (5 :x 10 cm) boards to lessen ponding from this practice. (See Plate 4 .08L) 4 . If the stone filter becomes clogged with sediment so that it no longer adequately performs its function, the stone must be pulled away from ,the block, cleaned and replaced . - Block and gravel curb inlet sediment filter i 1 . Two concrete blocks shall be placed on' their sides abutting the curb at either side of the inlet opening: 2 . A 2" x 4" (5 x 10 cm) board shall be cut and placed through the outer holes of each spacer block to help,keep the front blocks in place. 3 . Concrete blocks shall be placed on their sides across the front of the inlet and abutting the spacer blocks . (See Plate 4 .08m) 4 . Wire mesh shall be placed over the outside vertical face (webbing) of the concrete blocks to prevent stone from being washed through the holes in the blocks . Hardware cloth with 112- inch (13 mm) -openings shall be used . - ., 5 . FDOT No. 1 Coarse Aggregate shall be piled against the wire to the top of the barrier. 4-46 ErosionChapter 4 - Best Manaaemerit Practices for . A b 11 0 ,11 A.� FWR 1 —MOT MOE smabs or . EAZI4 SIDE OF TW DROP IN= WITH _, , THIS 11=11-11-,I!IJQIL�II�lajai:��al:{�3111—��9i.ii11—.Ji�ill — — 1--11=11=11-11=11—It—if= --11�iF.It t1:IL11�I I1 EIJf t1=11=f1= 11 • METHOD • . i• MULF,'H MATERIAJL UNTIL PERMANENT • + Plate 4.08J Sod Drop Inlet SedimentFilter source: DSWC 447 Chapter 4 - Best Managerhent Practices for Erosion and Sediment Control 5?ILLY{hY zs1E°LKAY Y Q r "OP of E1•,BANK}-1=N" R19;.eK Arm ar f3A5iN TRASH RACK ' SsaeluZ� .. PLAN' .. 1RA5K RAOK MrN7 f eT.Aa•_IZW GLhNdI.`I' -cMERADWr 51w,.LLWA.y A { ; VSSETAT1ON' MAR< — � ' I rT 1Z 4A rRrZ5OJ%RP I FT MIN IY 2 FT . ! ' .`6lNE'A' fyLL FI.Aa!zo IN r � :—< • .iNb, AGTF�r 5TA31LI.e. I FF HIM �- AwnwaEaF GOLLAFE VRANA6E .IOLL-5 ANTI -FLOTATION of 2 SEOTFON I . TI-M TV!St'DIRAR'r Ih", iT Se 5114, D5547NEII 5Y A 06 AL :FE7 F?=5510HAL., 15 FELT ME:3 ',`O4 79- JRBED ATMAS GREA7W TKM4 B AC Z5 W THIN A ?RAINAGE AFMA LESS TeAN 100 AGED. Tim .S+IN'EhT t3.A51N W:ti 5� R=MarD }11Ttro-. r Plate 4.26g Sediment Basin Source: Erosion Draw 4-89 Florida Erosion and Sediment:Control Inspector's Manual = Maximum velocities .. The maximum allowable velocity in the emergency spillway channelwili depend upon the type of lining used . For vegetated linings, allowable velocities are listed in Table 5 .35a (STORMWATER CONVEYANCE CHANNEL - Section 5, 35 - ES BMP 1 .35). For non-erodible linings, such as concrete or asphalt paving and riprap , design velocities may be increased . However, the emergency spillway channel shall return the flow to the natural .. channel at a non-eroding velocity. See Appendix 1 ,26A for design details. Stabilization of the Embankment and Basin The embankment of the sediment basin shall be temporarily seeded within 15 days after its completion as per TEMPORARY SEEDING - Section 6.65 (ES BMP 1 .65). If excavation is required in the basin , side slopes should not be steeper than 2: 1 . _ Cleanout Sediment shall be removed from the basin when the capacity is reduced to 55 cubic yards per acre (104 rr131ha) of drainage area. This elevation should be clearly marked , preferably on the riser. Plans for the sediment basin shall state the methods for disposing of sediment removed from the basin. Possible altematives are the use of the material in fill areas on-site or. removal to an approved off-site dump . Final removal ., Sediment basin plans shall show the final disposition of the sediment basin after the upstream drainage area is stabilized. The plans shall specify methods for the removal of excess water = lying overthe sediment, stabilization of the basin site, and.the disposal of any excess material. Sediment shall not be flushed into the stream or drainageway. _ Safety Sediment bsins are attractive to children and can be very dangerous. Therefore, they should be fencedo I r otherwise made inaccessible to per or animals unless this is deemed unnecessary due to the remoteness of the site or other circumstances. Strategically placed signs around the impoundment reading "DANGER-QUICKSAND" should also be installed . In any case, local ordinances and regulations regarding health and safety must be adhered to . _ Construction Specifications ----- --- - -----Site-Preoaration- ------ -- ---- - --- --------- - ---- --------- - - --- ----- -- - -- -- -. _._-..� Areas under the embankment and any structural works shall be cleared , grubbed , and stripped of topsoil to remove trees , vegetation, roots, or other objectionable material . In order to facilitate cleanout and restoration , the pool area (measured at the top of the principal spillway) will be cleared of all brush and trees . 4-90 s Florida Erosion and Sediment Control Inspector's Manual 1 GRAVEL .1LTER ' tx RUNOFF WATER WIRE MESH FILTERED WATER -k CONCRETEGLMEt t2" CURB ±NLE7 i Speck A011cation This method of inlet protection is applicable at curb inlets where ponding In tront of the structure is not likely to cause inconvenience er damage to adfacent structures and unprotected ares. Gravel Shag be VCOT 43 . *357, or #5 Goatee Aggregate. s i Plate 4. 08k Gravel Curb Inlet Sediment Filter .T Source: Virginia DSWC awl 4-48 Chapter 4 - Best Man aqement Practices for Erosion and Sediment Control GRA1^.,• d' Irr,7tlLtl.� SPAG1lV'u OF r x 4' SPACERS 2" X Ar AHCMRS - EMERGENCY OVSFLOW lea `' . Parapective View r x + wear Z. x sPACER ^� SAND spa OR 2' MIMUM LENGYH ALTERNATE wa6Hr _ orr xa' r x V WEIR GRAYED!. } . •j Side Elevation z x ae• SPAM, VARE uwzi �, :� ;�; "�� • INLET SPECIFIC APPLICATION TO PIPE THIS METHOD OF INLET PROTECTION IS APPUCA$LE TQ CiJRa INLETS WINERE A STURDY, COWPACT INSTALLATIONIS ERGENCY OvERF� W CAAWTIES ARE MINIMAESEXPECT SIGNIFICANT PONDPNGU L, o WITH TKiS { UEASURE . ` GRAVEL SHALL HE YDOT COARSE AGGREUATE #a, . #557 OR #5 - r Plate 4 .08L Gravel Curb Inlet Sediment Filter with Overflow. Weir Source: M� nd a d Standards and Snecificafions for Soil Erosion aSediment Control 4-49 r Chapter - Best Management Practices for Erosion and Sediment Control a 0 /2 NO SCALE INFLOW RISER . tiw J .w r lS/2 L = 7CMAL DISTANCE FROM s NORR{AL F T14E POINT OF INFLOW AROUND 1"E 9AFFLC TO Ire PISZ�F � NDWGL POOL A/2 - L - RISER ww w. NORMAL POOL RSM - - KFLDW �w R � LLI + LZ RNtt,ow SHEE:S OF 41 x a' x t/7 EXTERIOR Ir PLYY(ODO OR EQUIVALENT s RISER CREST . EJ'EVAATION {P I I POSTS MIN. SIZE 4' SQUARE ' i F OR S ROUND, SET JC LEAST 3' INTO THE CROUND. �a i i Plate 4.26h Example Plan Views of Baffle Locations in Sediment Basins Source: NRCS 4-91 Florida Erosion and Sediment Control Inspector's Manual Cutoff Trench For earth fill embankments, a cutofftrench shall be excavated along the centerline of the dam . The minimum depth shall be 2 feet (60 cm) . The cutoff trench shall extend up both abutments to the riser crest elevation. The minimum bottom width shall be 4 feet (1 .2 m) , but wide enoughto allow operation of compaction equipment. The side slopes shall be no steeperthan 1 : 1 . Compaction requirements shall be the same as those for the embankment. The trench shall be drained during the backfilling-compacting operations. Embankment The fill material shall be taken from approved borrow areas . It shall be dean mineral soil, free of roots , woody vegetation , oversized stones, rocks , or other objectionable material . Areas .� on which fill is to be placed shall be scarified prior to placement of fill . The fill material should contain sufficient moisture so that it can be formed by hand into a ball without crumbling . If water can be squeezed out of the ball, it is too wetfor proper compaction . Fill material will be .. placed in 6 to 8 inch (15 to 20 cm) continuous layers over the entire length of the fill. Compaction shall be obtained by routing the hauling equipment over the fill so that the entire surface of the fill is traversed by atieast one wheel or tread track of the equipment, or by using .. a compactor. The embankment shall be constructed to an elevation 10% higher than the design height to allow for settlement if compaction is obtained with hauling equipment. If compactors are used for compaction , the overbuild may be reduced to not less than 5% . Principal Spillway The riser of the principal spillway shall be securely attached to the barrel by a watertight connection . The barrel and riser shall be placed on a firm compacted soil foundation. The base of the riser shall be firmly anchored according to design criteria to prevent its floating . Pervious material such as sand, gravel or crushed stone shall not be used as backfill around the barrel or anti-seep collars. Fill material shall be placed around the pipe in 4 inch (10 cm) • layers and compacted by hand at least to the same density as the embankment. A minimum of two feet (60 cm) of fill shall be hand-compacted over the barrel before crossing it with construction equipment. Emergency Spillway The emergencyspiliwayshould not beconstructed overfill material. Design elevations, widths, entrance and exit channel slopes are critical to the successful operation of the spillway and should be adhered to closely during construction. .. Vegetative Stabilization The embankment and emergency spillway of the sediment basin shall be stabilized with temporary vegetation within 15 days of completion of the basin as per TEMPORARY SEEDING - Section 6 .65 (ES BMP 1 .65). 4-92 • ControlFlorida Erosion and Sediment . w .5A.Crc or- CURB lee s �•� �v L•ri � ti•` w �'• •�A :•w �! iw�3�' �1M•kw �ir1 A r • `.�yiF��r +�� ��M k � . �•�` � w• x xv v , _ PLAN VIEW ! _ _ IRE _ G STLO f � SECTION ♦ _ r • ♦ _ w SffA 2 INLET IS LOCATED IN _ ♦ eI YqATL=R CAM I �R 5LOPIN` ! R ♦ R SEFARAM ♦' RUNOFF1 Plate 4,08m Block 1 1 r 1 r r / 1 1 / / 1 1 1 i 1 i . i i Chapter - Best Management Practices for Erosion and Sediment Control r EMERGENCY QPTLLWAY CREST bE51GN HIGH WATER { h r--'I ANTI—SEEP WT r—voRM COLLARS DZVCE H RISER BARREL " i - •• ap CONOREIr BASE r L H = HEAD ON PIPE THROUGH EMBANKMENT h = HEAD OVER R=R CREST L = LENGTH OF PIPE THROUGH EMBANKMENT � = DIAMETER OF PIPE THROUGH EMBANKMENT 6r = DIAMETER OF RISER a, Plate 4.26i Principal Spillway Design Source: Virginia DSWC 4-93 Florida Erosion and Sediment Control Inspector's Manual Erosion and Sediment Control ., The construction of the sediment basin shall be carried out in a manner such that erosion and water pollution are minimized downstream . �. Final Disposal When temporarvstructures have served their intended purpose and the contributing drainage area has been properly stabilized , the embankment and resulting sediment deposits are to be leveled or otherwise disposed of according to the approved pollution control plan . Maintenance The embankment of the basin should be checked regularly to ensure that it is structurally sound and has not been damaged by erosion or construction equipment. The emergency spillway should be checked regularly to ensure that its lining is well established and s erosion-resistant. The basin should be checked after each runoff-producing rainfall for sediment cleanout. When the sediment reaches the cleanout level mark, it shall be removed ` and properly disposed of. Information to be Submitted for Approval Sediment Basin. designs and construction plans submitted for review to the appropriate regulatory agency shall include: 1 . Specific location of the dam. 2 . Plan view of dam, storage basin and emergency spillway. 3 . Cross-sections and profiles of dam , principal spillway and emergency spillway. 4 . Details of pipe connections, riser to pipe connection , riser base, anti-seep collars, trash rack, and anti-vortex device, 5 . Runoff calculations for 10-year frequency storm . 6 . Storage Computations a . Total required b . Total available - - --- -- ----- -- — _ . __.._ -- - ----- - --- - . .... - ... .. . .. ._.. _. C. Level of sediment at which cleanout shall be required ; to be stated as a . distance from the riser crest to the sediment surface. _ 7 . Calculations showing design of pipe and emergency spillway. 4-94 ■ Chapter 4 - Best Management Practices for Erosion and Sediment Control LEAVE # PRWJVi ELY 47 mi-Es ±£hm _ 133+,4 R-1 PDE W;EETER N AFMM C'R�RESE MPY& FILTER WPPMOVR Y &iii TTA IDL L7 IL= III 30WEV06 3/A-ro7 7:AEim P.!® TO tLw39vT S' MAVIL TTP IF WCRE'r -q am m Fcr a T W. a RA® APDRM NTk K SFPS =FROM r L t � 6 IIXF£S Ffm'7 L^L'i R Ilr` FLpfE 63A4 , FILTER . BW�Y A7yf p,, N: 3CQG F� FONT£ 3?;J.S 5n ARC STT Yd-Dat DRWy =VAM IN PEkr= I RPLAw 84= tIt rrUT1ETTC �C SAM w: 04"9404 7£90 ?PPI3iMTEl7 pL P4DgM D�YI VIS 6 IIZ'f5 rj e■L' M= SVA 1 WE DOE71.0iI PavEri=sir COr�cRETE wa_ s,' rAV�lr MEET 5 m44EL PLFM i':v41F_' =�iER f' m ara s�nin E3f=7£D AUZFF I �:cV COPS ANcY mil a . =S- SECTIDN AA F RI24T ViEv CONCRETE BLOCK F {LTErR E GRAVEL FILTER BAGS I NET E- GRAVEL FIL r ERS CP!s! BE USED ON PAVEMENT OR 3ARE CiROUNU �I Plate 4.08n Curb Inlet Gravel Filters Source: HydroDynamics, Inc. a 6 . If the stone filter becomes clogged with sediment so that it no longer adequately 'F 4-51 Florida Erosion and Sediment Control Inspector's Manual performs its function , the stone must be pulled away from the block, cleaned and replaced 7 . As an alternate, gravel filled burlap bags may be stacked tightly around the curb inlet. (See Plates 4.08n and 4.08o) Curb and Gutter Sediment Barrier 1 . Place gravel filled burlap bags on gently sloping street segments according to the spacing chart. (See Plate 4.08p) 2 . Place two ormore bags at each interval in a mannerwhich provides maximum support. 3 . When stacking several bags high, leave a one bag gap to provide an overflow spillway. (See Plate 4 .08q) 4 . Sediments must be removed after each rain event. Maintenance 1 . The structure shall be inspected after each rain and repairs made as needed . 2 . Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to 112 of the design depth of the trap. Removed .. sediment shall be deposited in a suitable area and in such a manner that it will not erode. 3 . Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized . 452 Chapter 4 - Best Management Practices for Erosion and Sediment Control LEVEL f'ORMF OR= MD WhT.ROL SECTION � 1 FLOW c s APPROA N Ci-1MtT1EL BERW EYR' SECTOR � t NaM' NEM-Ot THE LOCATION NORAUGNMENT OF THE • CONTROL MOTION HAS TO CDINCIDE PATH 7NE CF3MLOIE OF THE DAM. s g Plan View do WMER - SURWEk— LENrrri Of EXT (11"NEEL i �- 5T',tt (H P) SWTION INS 2V Bra SXtOR LEVEL OR OREATEH AP3rRQACN CHANNEL 5 t1 - a I y Crass-Section at Control Section w Plate 4.26j Excavated Earth Spillway Source: NRCS W! �' 4-95 Florida Erosion and Sediment Control Inspector's Manual r r t0' OR LESS r 0 r r r 20 CD1+lCRETE r' r Concrete Base for Embankment 10' or Less in Height r r _ 10' 0R LESS d r r =3D' r 2D Ile STEEL PUTE Steel Bass for Embankment 10or as 1n He �ghE— ----- - ---- r Plate 4.26k Riser Pipe Base Conditions for Embankments Less than 10 Feet High Source: Virginia DSWC r - < . 496 i Chapter 4 - Best Management Practices for Erosion and Sediment Control 5ACK OF 5iD''iJ'IALJ'. 6ZAY�L =JL �D S4UDISA65 ARE 5Ti A4KED TI6HT1w1', G{tTGH 5A51N 3AC< OF GURU ` GU431hL+T i r +�-- �'J!itiAY a A PLAN VIEW a - - - GJR5 INLET AMR �✓117'F.J"�4EK r . CATCH 3^51N .. SECTION A - b a a NOTES. I. PLACE awD 'TYPE 9=11AMNT 5ARR:GR5 ON, &L^+.T' 569:1?rgs 91311carr wxr%cMT9. F+BWR8 MT k'' GAN TOHD AND A::..OA SG MMIT TO a Z SAt.S�DAS5, OF zrna.m am A! GR vcw! tl 6eT..XTILE rAEN=. Al[G f;LLS.D KITH *RANEE, LATE.'= ANP PN•Y D T.SHP Y, B. aAvr 010. 5.4W9A5 6AP IN T'Le ;Or RAW TO PROVIDE A SWILLAAY I.OR ONEWLOK 4, INS�ZT 5MMILKS A.tiV *ffl� SMYMJ a - Amen AASv4 *TOR!{ vf%w, SE?IMENT AND M&r 9E. t2EMOVLr ^ROM TiiE :RANGE..'^... NAT IF?=wDLA'ELY. Plate 4.08o Curb Inlet Sediment Barrier Source: Erosion Draw a a 4-53 Florida Erosion and Sediment Control Inspector's Manual PL. NO ER ME SETS ff BAX W A MPMER THAT RESILTS 1K KV" SPPQ2T. TFE RIN - FEl�zrfEF QSM E%CFE"i13f INLET 1 , r I SIDEWALK10 ==M7 1SE LADEN OVERFLOW FLOWS Mw _ hycttoy CURB SEDIMENT TRAM 'crics nuw= teL SPACING BETWEEN GRAVEL BAG CURB FILTERS E E 7000 T _ 1 : T E N � 1 _ $ 1D A _: . :: : STREET SLOPE r Plate 4.08p Gravel Bag Curb Sediment Filters Source: HydroDynamics, Inc. r 4-54 r i Chapter 4 - Best Management Practices for Erosion and Sediment Control i WL79L WUM WrH CARM:AE"S varrvil axwc TO e: Or Yui[ dwc As a¢ r.a r W"= rig USED r CIDn1u0OS W&D�7 1 r7 % S SWTIEL ITSFG FOR 1: x64 gNJED3t BOUS.. i 4-S BOD RANO IR:Uf e01H 9100 000811= wD �. cEO?ION 13 _gCMD W ' ELEVATION OF UNASSEMBLED COLLAR 3: UNASSFi18LED OOLLAW SHALL BC MARKED BY NOT CS FOR COt1AR5: PARRRMt OR TAC 9070 IDENTIFY MATM4M i PAIRS. I . ALL MATERIALS TO BE IN ACCORDANCE wMi - .r. THE LAP OrrWEEN THE TWO HALF SECTIONS CON87RUADON - AND .CONSTRUCTION MATERIAL - - AND BETWEEN THE RPE AHO CGIWEC7IHO BAND SPECiFICATiONS. SHAD. BE CAULKED MM ASPHALT WSTIC 47 2. WHEN SPECIFIED ON INC XAMS. COATING Or TIME OF WSTALLATIOM. COLLARS SHALL RE IN ACCCRTDAIICE VM M. EACH Cw.I R SHALL BE FURNISHED WITH TWO '■ WMSTBUCFION AHD rowRUCTiON MATERIAL 11Z DIBMETPR RODS WITH STANDARD TAM SPECIFICAMRIL - LUGS FOR =HM=Itr COLLARS.:TO PIPE, DETM Corrugated Metal SIZE AND SPACINO . OF -SLOTTED %%U I7 r Mpg AT X I 11V AN= TO LOWA OR VEIN A 96 OPENINGS SHALL BE THE SANTE AS SHOWN FOR CN COLLAR , I I/v NOTE L FOR BAWDS AND CDLLARCh i USE ADDS AND IatGS TO CLAMPMWIFICAITORS OF THE DETULS SHOWW. MAT BE USED PROVIDINO BANS}5 SECURELY TO PIPE. . t Thy EOLIA WATERTIGHTNESS IS t2bDORRAAM= ARESUB AHD APPROVED TTY ME CNGIHEER PRIOR 4 TO OELIVENY. SUED OF H°"NL PIPE ISOMETRIC VIEW 1 S $CM C9LLNI pMIL W W TO LII WIRliuIRRS % tIFXR AT&A AIN RCO 06 Neuro TMl91 A Lt11RIxU6Y5 *= HGTE: FOR DETAILS OF rABRICATFON DIWOISTONS, MIN"JU M&M , SLOTTED HALES, AND - NOTES, SEE DETAB. &DOVE. 9EF.L OIAR 1a IM =a D['m = o NOM, TWO OTHER TIPES OF ANTI-SEEP COLLARS ARE: +r1rx rrt Sopa ■ 1 , =P.RIIGATM METAL SIMILAR 70 UPPER, EXCEPT SHOP WEL.UED - TO A SHORT (AFT.} SECTION OF THE RIPE ANO CENMECTED Wf[H CONNECTING BANDS TO THE PIPE ?ARTIAL EL M AT{UN 2, CDESRCTE, NDC RJCI1£S T=X MRIuED AROUND THE PINE Pat Aa www W rH Ji3 RE BAR SPACER, 15 HORISOHTALLY JkM VERnCALY. ■ D€TAIL_ Helical Pias r r Plate 4.261. Anti-seep Collar Details — Source: NRCS 4-97 Florida Erosion and Sediment Control. Inspector's Manual ,r FFWE� T PDLISNYt.FN£ CAF 5 D"QTH VARMS AS TACK WELD -- REoVAED ff r PERFDRk:rm POLYETHYLENE ` Irma ORY DRAINAGE TUBING, DIAAIELER STORAGE VARIES (SEE CALCULATLOKS ;N WET FERNCO-STjU ' 000iUNG TrDR4E. DEWATERING ORIFICE coRRucATFA uETAi gtSEtE - SCHEDULE 43. . DWMErER VARIES (SEE NUM, (SEECRLCULATIONS IN APPENW, Plate 4.26m Perforated Pipe Sediment Basin Dewatering Device Source: Virginia DSWC. _aa:, v�surY Se, also Wd:ad or Palm PM.rt4 Ple,[d FuyA :an _ . . -N a1Fr. I - IE 5'4rit Perl�wloPs fM.ra � I 1 GJ[®t . fli 4L�� pO Bcedhl�. � M1 `YIh18 Fcnr Fads ' tnuy y ' .� —n Ovar Papa coal $=tivn Vain cb + atl^P pipai^ lranch - - - : _ntuaWrnti . 1 to I . .Gyre, i PIBnVIM r�► i roan _ . . . ... _ .. . - 1 - vx .Ninhmm lwaae — Plate 4,26n Dewatering a Sediment Basin with Subsurface Drain Source: NRCS 4-98 Chapter 4 - Best Management Practices for Erosion and Sediment Control _ T _ - SA64 or 51Dt5119ALic S#4KS TO t,ATOH BASIN + OYMAR 09= OLWS CURB INLET Illee 9AG14 OF GUR6� I a � t MwOFf 4 p— OPP I1 C NE4Y r s 6RAViL FI` y 5A TkDBA6 5YAGKED T15HTLY. PLAN VIEW r s a 1 . 'P`LMT�:.B GJR$` T'Tr 5F�711�F1T- BARR1£1�-` ON CIPpYATER GAN DOSP AND #4.LOA SEAI1-1EW To SEPARAr"E FROM M NOF ' s 2. SANDBA55 OF EITrE:R W RLAF, OR L�VEM bER?Bi ILE` F:AaRZ, AiW FILLED Yd 7i ! bRAV�! LAYEREP AND PAGfCW T16KII-Y• B, LEAVE A ONM Shl5k6 GAP IN -r-e TDP KOH .. To ?ROVIDE A SPILLWAY FOR DVMPLOK 4, lTlSFEGT BARRIERS AND 42BHOV= S IMSHT pFT�R =A!.F+ STDRM cV:NT. SEDIM_^NT AND bFLhti�d.: MJST oa gmNIWP-D rROM THE r -RAY=L = NAY I. DIA1�J Y• r Plate 4. 08q Curb and . Gutter Sediment Barrier Source: Erosion Draw 4-55 Florida Erosion and Sediment Control Inspector's Manual 4, 15 TEMPORARY DIVERSION DIKE ( ES BMP 1 , 15) Definition A temporary ridge of compacted soil located at the top or base of a sloping disturbed area. Purposes To divert storm runoff from higher drainage areas away from unprotected slopes to a stabilized outlet. 2 . To divert sediment-laden runoff from a disturbed area to a sediment trapping facility. condition Where Practice Applies Wherever stormwater runoff must be temporarily diverted to protect disturbed slopes or retain sediments on site during construction . These structures generally have a life expectancy of 18 months or less. Planning Considerations A temporary diversion dike is intended to divert overland sheet flow to a stabilized outlet or • a sediment trapping facility during establishment of permanent stabilization on sloping, ' disturbed areas. When used at the top of a slope, the structure protects exposed slopes by keeping upland runoff away, When used_ atthe base of a slope, the structure protects adjacent and downstream areas by diverting sediment-laden runoff to a sediment trapping facility. If the dike is going to remain in place for longer than 30 days , it is very important that it be established with temporary or permanent vegetation . The slope behind the dike is also an important consideration . The dike must have a positive grade to assure drainage, but if the slope is too great, precautions must be taken to prevent erosion due to high velocity flow behind the dike . This practice is considered an economical one because it uses material available on the site and can usually be constructed with equipment needed for site grading. The useful life of the practice can be extended by stabilizing the dike with vegetation, As specified herein , this practice is intended to be temporary. However, with more stringent design criteria, it can be made permanent in accordance with DIVERSIONS - Section 5 . 18 ., (ES BMP 1 . 18) . 4-56 r Chapter 4 - Best Management Practices for Erosion and Sediment Control This page left intentionally blank r r r r r s r r r ■ ■ ■ ■ ■ 4-99 Florida Erosion and Sediment Control Inspector's Manual 4 . 30 TEMPORARY SLOPE DRAIN ( ES BMP 1 . 30) Definition A flexible tubing or conduit extending from the top to the bottom of a cut or fill slope. Purpose To temporarily convey concentrated stormwater runoff safely down the face of a cut orfill slope without causing erosion problems on or below the slope. Conditions Where Practice Applies On cut or fill slopes before permanent stormwater drainage structures are installed . ,a Planning Considerations There is often a significant lag between the time a cut or fill slope is completed and the time ■, a permanent drainage system can be installed . During this period , the slope is usually not stabilized and is particularly vulnerable to erosion . This situation also occurs on slope construction which is temporarily delayed before final grade is reached . Temporary slope drains can provide valuable protection of exposed slopes until permanent drainage structures can be installed . Eti't'mn Dike Cprr�geied Mernl /�~ ( Car«-.accee! 2z Mion Colmar' h,A 4$�:rpr➢07 Sats ■ . '' 24 : 3 •� . C. +{ �I�.� U=TI` ■Prctrttio+ X Stanoart flared- i c Enc section ISI! 1.111.'1__=i!1= s�t5an ■ 3rther. Cake , D+•.° 'Da�ral M aE�— I'd — ' III IIIA I II • Se:tion A-A Plate 4.30a Temporary Slope Drain Source: Virginia SWCC a a 4-100 , Chapter 4 - Best Management Practices for Erosion and Sediment Control Design Criteria No formal design is required. The following criteria shall be met: s Drainage Area The maximum allowable drainage area is 5 acres (2 ha). _ Dimensions The minimum allowable height measured from the upslope side of the dike is 18 inches (45 cm). Top width shall be a minimum of 2 feet (60 cm) with a minimum base width of 4 .5 feet (1 .4m) . (See Plate 4 . 15a) Side Slopes 3 : 1 orflatter. Grade The channel behind the dike shall have a positive grade to a stabilized outlet. If the channel slope is less than or equal to 2% , no stabilization is usually required . If the slope is greater than 2%, the channel shall be stabilized in accordance with STORMWATER CONVEYANCE CHANNEL - Section 5 . 35 (ES BMP 1 .35). buffet 1 The diverted runoff, if free of sediment, must be released through a ' stabilized outlet or channel 2. Sediment-laden runoff must be diverted and released through a sediment trapping facility. Construction Specifications 1 . Whenever feasible, the dike should be built before construction begins on the project . 2. The dike should be adequately compacted to prevent failure. 3 . Temporary or permanent seeding and mulch shall be applied to the dike within 15 days of construction . 4 . The dike should be located to minimize damages by construction operations and traffic. 4-57 Florida Erosion and Sediment Control Inspector's Manual Maintenance The measure shall be inspected after every storm and repairs made to the dike, flow channel and outlet, as necessary. Approximately once every week, whether a storm has occurred or not, the measure shall be inspected and repairs made if needed . Damages caused by construction traffic or other activity must be repaired before the end of each working day. Compacted Soil i go Min Mow • � 1 � I ,il �--- 4.a' min, i Plate 4. 15a Temporary Diversion Dike — source: Virginia DswC 4-58 Chapter 4 - Best Management Practices for Erosion and Sediment Control pI R5:c7M vxz r � Y � a 0 STANDARD i+lEPAL Et D � � secrlak Q= i A 67 A154. 4r OUTLET PL`r IG PIP= DR (� Ct '�,y 0e� w4K, WAIN FILTER 9 dip r ISLA OVER 1 - IR.zr 1 PLAN VIEW DkV�SIAN '■ ISLAND 7:iCE CyOR INLET - - 5Tkh1' mAAA ��M51ON \ COLLAR STA�ILI� • WTLET 6 J r SECTION ■ Plate 4.30b Slope Drain ■ Source: Erosion Draw ■ 4'-101 Florida Erosion and Sediment Control Inspector's Manual r When used in conjunction with diversion dikes, temporary slope drains can be used to convey stormwater from the entire drainage area above a slope to the base of the slope without erosion . It is very important that these temporary structures be installed properly since their failure will often result in severe gully erosion . The entrance section must be securely entrenched , all connections must be watertight, and the conduit must be staked securely. Design Criteria ` Drainaae Area The maximum allowable drainage area per drain is 5 acres (2 ha) . Flexible Conduit 1 . The slope drain shall consist of heavy duty flexible material designed for this r purpose . The diameter of the slope drain shall be equal over its entire length . Reinforced hold-down grommets shall be spaced at 10 foot (3 m) maximum intevals. 2. Slope drains shall be sized according to the following table: ` Table 4.30a SIZE OF SLOPE DRAIN Maximum Drainage Area (Acres) Pipe Diameter (in.) 0.5 12 1 .5 18 2.5 21 ■ 3.5 24 5.0 30 Overside drain For small flows and/or short slopes, an open top chute .may_be used in place of a pipe. (See ■ Plate 4.30c). Entrance Sections The entrance to the slope drain shall consist of a Standard FDOT "Flared End-Section for Metal Pipe Culverts.„ Extension collars shall consist of 12 inch (30 cm) long corrugated metal pipe. Watertight fittings shall be provided . (See Plates 4.30d & 4.30e) . ■ ■ 4-102 , Chapter 4 - Best Manapement Practices for Erosion and Sediment Control This page left intentionally blank ,. I �i 4-59 Florida Erosion and Sediment Control Inspector's Manual 4 . 16 TEMPORARY FILL DIVERSION (ES BMP 1 . 16) Definition A channel with a supporting ridge on the lower side cut along the top of an active earth fill . Purpose To divert storm runoff away from the unprotected slope of the fill to a stabilized outlet or sediment trapping facility Conditions Where Practice Applies Where the drainage area at the top of an active earth fill slopes toward the exposed slope and where continuous fill operations make the use of a DIVERSION - Section 5. 18 (ES BMP 1 . 18) unfeasible. This temporary structure should remain in place for less than one week. Planning Considerations One important principle of erosion and sediment control is to keep stormwater runoff away from exposed slopes. This is often accomplished by installing a dike, diversion or paved ditch at the top of a slope to cant' the runoff awayfrom the slope to a stabilized outlet or downdrain . In general, these measures are installed after the final grade has been reached. On cuts, the measures may be installed at the beginning since the work proceeds from the top and the measures have little chance of being covered or damaged . On fills, the work proceeds from the bottom to the top and the elevation changes daily. It is therefore not feasible to construct a compacted dike or permanent diversion which may be covered by the next day's activity. The temporary fill diversion is intended to provide some slope protection on a daily basis until final elevations are reached and a more permanent measure can be constructed. This practice can be constructed by the use of a motor grader or one of the smaller dozers. To shape the diversion , the piece of machinery used may run near the edge of the fill with its blade tilted to form the channel as described in Plate 4. 16a . This work should be done at the end of the working day and should provide a channel with a berm on the lower side to protect the slope. Wherever possible, the temporary diversion should be sloped to direct water to a stabilized outlet. If the runoff is diverted over the fill itself, the practice may cause more problems than it solves by concentrating water at a single point. r r r 4-60 • r Chapter 4 - Best Management Practices for Erosion and Sediment Control r WAX ff Il.. r O I d, 6 OF5 4 Tc+r Gi-'via i S 7APL�U l�I.�' ns�lotze �;.e�' f-156F#AR&Z To. 0 I PLAN VIEW - - i f _.L 6T MIN. ' ~_ 3 r O0ETITop G41ITE A ,*f S AT 10'-O" HM4 HN_ C.P 58° DIVMT ■ f � c SECTION ■ ■ Plate 4.30c Overside Drain ■ Source: Erosion Draw 4103 Florida Erosion and Sediment Control Inspector's Manual �. Dike Desionr 1 , Anearthen dikeshall be used to direct stormwater runoff into the temporary slope drain and shall be constructed according to the practice entitled DIVERSION - Section 5 . 18 (ES BMP 1 . 18) . (See Plate 4.30a) ., 2 . The height of the dike at the centerline of the inlet shall be equal to the diameter of the pipe (D) plus 6 inches (15 cm) . Where the dike height is greater than 18 inches (45 cm) at the inlet, it shall be sloped at the rate of 3 : 1 or flatter to connect with the remainder of the dike. (See Plate 4.30a) • Outlet Protection The outlet of the slope drain shall be protected from erosion according to the practice entitled OUTLET PROTECTION - Section 5.36 (ES BMP 1 .36) . (See Plate 4. 30b) . Construction Specifications 1 . The measure shall be placed on undisturbed soil or well-compacted fill . 2 . The entrance section shall slope toward the slope drain at the minimum rate of 1 (2 inch per foot (4 cm/m) . 3 . The soil around and underthe entrance section shall be hand-tamped in 8 inch (20 cm) lifts to the top of the dike to prevent piping failure around the inlet. 4 . The slope drain shall be securely staked to the slope at the grommets provided . - 5 , The slope drain sections shall be securely fastened together and have watertight fittings . ■ Maintenance The slope drain structure shall be inspected weekly and after every storm, and shall have repairs made if necessary. The contractor should avoid the placement of any material on and prevent construction traffic across the slope drain. ti . ., ■ �w .f 1 -t yam..-n r Plate 4.30d Flared End Section Schematic Source: VDH &T Road Desions and Standards 4-104 Chapter 4 - Best Management Practices for Erosion and Sediment Control RE Slops Earthen Ridge s g• _ _ wi IE 1 llll `�� -- I �� Ill 111 Ill I � II�Il �tllll � 11 LI� 11 - � IJ111 �111 llll III lltll � llil �� I I��I � 11111 IIII ', �11111 '� Ilf 11�111 lull �llilll �1;1i 1, r Plate 4. 16a Temporary Fill Diversion Source: Virginia DSWC 461 Florida Erosion and Sediment Control Inspectors Manual Good timing is essential to fill construction . The filling operation should be completed as ' quickly as possible and the permanent slope protection measures and slope stabilization measures installed as soon after completion as possible . With quick and proper construction , the developer or contractorwili save both time and money in building, repairing and stabilizing ` the fill area. The longer the time period for construction and stabilization , the more prone the fill operation is to damages by erosion . Repairing the damages adds additional time and expense to the project. • Design Criteria No formal design is required . The following criteria shall be met: Drainage Area The maximum allowable drainage area is 5 acres (2 he) . s Hei ht The minimum height of the supporting ridge shall be 3 inches (23 cm). (See Plate 4 .16a). Grade • The channel shall have a positive grade to a stabilized outlet, ' Outlet The diverted runoff should be released through a stabilized outlet, slope drain or sediment trapping measure. Construction Specifications 1 . The diversion shall be constructed at the top of the fill at the end of each work day as needed . 2. The diversion shall be located at least 2 feet (60 cm) inside the top edge of the fill . (See Plate 4. 16a) . 3 . The supporting ridge of the lower side shall be constructed with a uniform height along its entire length . Maintenance Since the practice is temporary and under most situations will be covered the next work day, the maintenance required should below. If the practice is to remain in use for more than one day, an inspection will-be made atthe end of-each workday and repairs made to the measure if needed . The contractor should avoid the placement of any material over the structure while it is in use. Construction traffic should not be permitted to cross the diversion . 4-62 _ Chanter4 - Best Management Practices for Erosion and Sediment Control ' Alternate CanneCtion —Am­� _ i l ibt :�ote• .nere ntedM , to hs puncl7■d w mott77 hole" in s11ir1 110, 3E8." 9ON bort" to be lurrAsrrd t engtx of toe Prate 't Vrr I0 ' tov G2' 0 30' dio- pipe and Yr + Z2" for 36' 10 SO' ata- PIPS• Net Sk+rt Settlor, lot 12' to 30" oa plat to be muds In bne once - Skirl Secrontor 36' td 54' dm ClipsMOVbe mods irarn Iwo 0"t" forced by neat " mq m boomq on cealer itne, 60 " MY be GotlsrrIA04a 11% 5 P+ecas. _ Canneetor Section , Cotner Ptatt trrid doe Plus" 10 be Uw" "0101 ' !h" rbMas skirt. E++d • seetloets olid tinrngs ore 10 br titolroOLxsd ti.e{ or omm.m+m dlay for usa with like PIPL Me �' L1 ,1PfXa:. zSrt - 1 $lode 1 1 •1 , i _ � I _ .I f I Typical Grass -5ect0n L I slic,i:7 DIMEmit - Toe 7 ? i P E Ti4tC7i- a B M j D1a I NESS • ? M s +' plate I dv ' " 6' S' .DS-0" 7" I ' I " i 1 3 I ! ! '04'1 1. .. 13' I 8'I. 41 ' l. ' 4g"' 24" 1 . . 30" .099" 12 " 1 16" 1 . s' I 5 IN - " 241, ago I . .074°' 14, 14 . ! " e i , ? " I % j 42 1L'4 ' I8 : 2 ' H o9 - I 64- _ _ 36' 01 - f{S• F09' . IE' ; ZF ! : 2r ! ? B" 80" .. 24' 3a' IC9' F IB" 30" 12' aa' I ID3" sem„ OCJ D� to L E� Z s'{ I IZ' L 67— 1 114 ' r FLARD ENG- $Lr4ION ■ ( Continued ) ■ Plate 4.30e Flared End Section Specifications Source: VDH &T Road Designs and Standards ■ 4-105 Florida Erosion and Sediment . Control Inspector's Manual . 4 . 38 TEMPORARY CHECK DAMS Definition Small temporary dams constructed across a swale or stormwater conveyance channel . Purpose ` To reducethevelocity of concentrated stormwaterflows, thereby reducing erosion of the swale or ditch. This . practice also traps small amounts of sediment generated in the ditch itself. ■ These sediments will require periodic removal . However, this is not a sediment trapping practice and should not be used as such . Conditions Where Practice Applies This practice is limited to use in small open channels which drain 10 acres (4 ha) or less. It should not be used in a live stream . This practice is especially applicable to sloping sites where the gradient of waterways is close to the maximum for a grass lining . Some specific applications include: 1 . Temporary ditches or swales which , because of their short length of service, cannot receive a non-erodible lining but still need some protection to reduce erosion . 2 . Permanent ditches or swales which for some reason cannotreceive a permanent non- erodible lining for an extended period of.time. 3 . Either temporary or permanent ditches or swales which need protection during the ■ establishment of grass linings. Planning Considerations ■ Temporary check dams can be constructed of filter fence or straw bales for very short term applications; or either stone or logs for longer or permanent applications . Filter fence and ■ straw bale check dams are economical to purchase and simple to install . Log check dams are economical as for material costs, since logs can usually be salvaged from clearing operations. However, log check dams require more time and hand labor to install . Stone for check dams , on the other hand , must generally be purchased . However, this cost is offset somewhat by the ease of installation . Specifications • No formal design is required for a check dam; however, the following criteria should be adhered to when specifying check dams. . 4106 Chapter 4 - Best Management Practices for Erosion and Sediment Control This page left intentionally blank r i rl i ■ w '. • i r ■, 1 4-63 e Florida Erosion and Sediment Control Inspector's Manual 4 . 17 TEMPORARY RIGHT-OF-WAY DIVERSION , (ES BMP 1 . 17) Definition ` A ridge of compacted soil or loose rock or gravel constructed across disturbed rights-of-way and similar sloping areas. ` Purpose To shorten the flow length within a long sloping right-of-way, thereby reducing the erosion potential by diverting storm runoff to a stabilized outlet or sediment trapping device. Conditions Where Practice Applies Generally, earthen diversions are applicable where there will be little or no construction traffic ` within the right-of-way. Gravel structures are more applicable to roads and other rights-of-way which accommodate vehicular traffic. Plannina Considerations Construction of utility lines and roads often requires the clearing of long strips of right-of-way over sloping terrain . The volume and velocity of stormwater runoff tend to increase in these : cleared strips and the potential for erosion is much greater since the vegetative cover is diminished or removed . To compensate forthe loss of vegetation, itis usually a good practice to break up the flow length within the deared strip so that runoff does not have a chance to concentrate and cause erosion . At proper spacing intervals, Temporary Right-of-Way Diversions can significantly reduce the amount of erosion which will occur until the area is permanently stabilized . Desian Criteria - No formal design is required . The following criteria shall be met: ' Drainace Area Less than 5 acres (2 ha) . For larger drainage areas use a DIVERSION - Section 5. 18 ( ES BMP 1 . 18) . r Dimensions The minimum allowable height measured from the upslope side of the diversion is 18 inches (45 cm) . The minimum top width shall be 2 feet (60 cm) and the base width minimum is 6 feet (1 . 8 m) . (See Plate 4 . 17a) 4-64 Chaoter 4 - Best Management Practices for Erosion and Sediment Control AMI LL m a m m 3L IL a ,. PLAN VIEW ¢w Tri a• LObs r. 'r VIEW LOOKING UPSTREAM 'L' a INE D15TAwrG!! SUCH TrWT ("DINTS IN ANp w - ARE OP SWAL ELGYA-nm r PDINT 'h' Polk_ B' r r SPACING BETWEEN C14ECK DAMS KEY TtLt =HDS PP -Ff� !.+-ISCK ?A!"' IW4 0 'rFE 4r4mANN?� RANK ■ - L0c-5 SH.iiL HE YR.555fR,f - Ti26A7=P II'' ORAp` STABLIZAncH STRUGT,h;M S IN:'E7 z7 To SE. ' PEiEMIA'I��NT: ■ Plate 4.38a Log Check Dam ■ Source: Erosion Draw 4-107 Florida Erosion and Sediment Control inspector's Manual .. The drainage area of the ditch or Swale being protected should not exceed 10 acres (4 ha) . The maximum height of the check dam should be 2 feet (60 cm) . The center of the check dam must be at least 6 inches (15 cm) lower than the outer edges . (See Plate 4.38a) The cross-sections of the dams should be as shown in Plates 4.38a through 4 .38d , respectively, for logs, stone, straw bales , and filterfence . The maximum spacing between the dams should be such that the toe of the upstream damis at the same elevation as the top of the downstream dam. (See Plate 4 .38c) : Loo check dams should be constructed of 4 to 6 inch (10 to 15 cm) logs salvaged from clearing operation site, if possible . The logs should be embedded into the soil at least 18 inches (45 cm) . The 6 inch (15 cm) lower height required at the center can be achieved either by careful placement of the logs or by cutting the logs after they are in place . (See Plate 4. 38a) . . Logs and/or brush should be placed on the downstream side of the dam to prevent .. scour during high flows. Stone check dams should be constructed of FDOT No . 1 Coarse Aggregate (1 .5 to 3 .5 inch stone) (4 to 9 cm). The stone should be placed according to the configuration in Plate 4 .38b . Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or swale and to insure that the center of the dam is lower than the ends. . (See Plates 4.38b & 4 .38e) Straw bale and filter fence check dams shall be installed as per STRAW BALE BARRIER - Section 4 .05 (Channel Flow Applications) (See Plates 4.38c & 4.38f) and .SILT FENCE - Section 4.06 (Channel Flow Applications) (See Plate 4.38d) . Sediment Removal While this practice isnot intended tobe used primarily for sediment trapping , some sediment ' will accumulate behind the checkdams. Sediment should be removed from behind the check dams when it has accumulated to half of the original height of the dam . Removal Check dams must be removed when their useful life has been completed . In temporary ditches and swales, check dams should be removed and the ditch filled in when it is no longer needed. In permanent structures; check dams should be removed when` a permanent lining can be installed . In grass-lined ditches, check dams should be removed when the grass has matured sufficiently to protect the ditch or swale. The area beneath the check dams should be seeded and mulched or sodded (depending upon velocity) immediately after they are removed . If stone check dams are used in grass-lined channels which will be mowed , care should be takento remove all the stone from the dam when the dam is removed . This should include any stone which has washed downstream . Since log check dams are embedded in the soil , their removal will result in more disturbance of the soil than will removal of stone check dams. Consequently, extra care should be taken to restabilize the area when log dams are used in permanent ditches or swales. 4-108 Chapter 4 - Best Management Practices for Erosion and Sediment Control- . Side Sloges 3: 1 or flatter to allow the passage of construction traffic. Width The measure should be constructed completely across the disturbed portion of the right-of-way. FDOT #tAIpm gc . Coarse Aggwte � I t �t11 1tLll ,r Typical Gravel Structure _ s Corvacteo sal 5J6��+114• E.. *71 r �� � Mtnimtim .� 1� Typical sartheu Structure s Plate 4. 17a Temporary Right-of-way Diversions — source: Virginia DSWC 4-65 Florida Erosion and Sediment Control Inspector's Manual Spacing The following table will be used to determine the spacing of right-of-way. diversions: Slope Spacing in feet(m) Less than 5% 300 (90 m) Between 5% and 10% 200 (60 m) Greater than 10% 100 (30 m) Grade Positive drainage, with less than 2% slope , should be provided to a stabilized outlet or sediment trapping facility. Outlet Interceptor dikes must have an outletwhich is not subject to erosion. The on-site location may need to be adjusted to meet field conditions in order to utilize the most suitable outlet. Concentrated flows should spread over the widest possible area after release. Flows with high sediment concentrations should pass through a sediment trapping measure . (See Plate 4 . 17b) Construction Specifications 1 . The diversion shall be installed as soon as the right-of-way has been cleared and/or graded . 2. All earthen diversions shall be machine- or hand-compacted in 8-inch (20 cm) lifts . 3 . The outlet of the diversion shall be located on an undisturbed and stabilized area _ when at all possible. The field location should be adjusted as needed to utilize a stabilized outlet, Sediment laden flows shall be conveyed to a sediment trapping _ device. 4 . Earthen diversions which will not be subject to construction traffic should be stabi and in accordance with TEMPORARY SEEDING - Section 6 .65 (ES BMP 1 .65) . Maintenance a The practice shall be inspected after every rainfall and repairs made if necessary. Approximately once every week, whether a storm has occurred or not, the measure shall be - inspected and repairs made if needed . Diversions which are subjectto damageby vehicular traffic should be reshaped at the end of each working day. 4-66 r Chapter 4 - Best Manapement Practices for Erosion and Sediment Control A la=,rl 4 A s VIEW LOOKING UPSTREAM � NOTEe . KUWY STORM RTC T-M VITC1H Blkw-n.5 ,I MXTENV Pr EEYOND `TFL A$L7M=QTS A MIYIMJM Or V To PREYEKT ©VE!2 r FLOW } d ' SECTION A - A 'L ' • "IHE VISTAKIM 51.4#1 "HAT . doiN75 . 'A' A�7 S' AI¢` Or EGAJA� NA71oT.: ' - 2 ' _ S POINT 'A' a SPACING BETWEEN CHECK DAMS • Plate 4.38b Rock Check Dam Source: Erosion Draw 4-109 Florida Erosion and Sediment Control Inspector's Manual ENG POIN07S "A. MUST BE j K'V+7 THAN FLOV LIFE PO.N7 a I j Y I5�^. n . rc I . 1LtT.sES �Cr !IER POI'.TS 'A' t V BE HIrrER .LAP SIDE H4� ON FLOW .R"' •� islE BA,n TO PR VET CSS r� i Q WIT i. ac rx ram sass IN o"040. ED T'[ti1LY AWnIAY+ EFOI C4'IR VAI - h : =B All M6 RW 2C nar�y DAU VMi No GPM !t r�v pl,T�BtlATf�IE LorrT>M � I K wee I ?LAS DO&Z RErn S.IEH I aME EME- 'T IS I _ .. FLAM MV41ME0Mi WLU Zwp E � • TWIT Pam 6 = Fppz::C MM1-LT LEYF VRM SFE ".�1 Ei 1JID, _ p,VhTmq ET TrE '.P57fF.P1'Iz { B � � VIDE CHANNELS NRRRO'd l Plate 4.38c Straw Bale Check Dam Source : HydroDynamics, Inc. 4110 E Chapter 4 - Best Management Practices for Erosion and Sediment Control AMIN - m FT - 25 TO bO FT r ppy�tlGt t lJ �- �r ROLLING QIP 5TA6ILLZM;� 010% :7 And 7,7 --- 0 .� j 5TA51j-1Z�.-J" bUTL.FT - WATERRAR nit SIPS SLOB . w OR FI.AYTr;2. 5A K" cdlZ VEHICLE CROSSES& wl SECTld #I • Plate 4. 17b Rolling Dip and Water Bar ■ Source: Erosion Draw 4-67 Florida Erosion and Sediment Control Inspector's Manual , 4 .25 TEMPORARY SEDIMENT TRAP . ■ (ES BMP 1 . 25) - Definition A small temporary ponding area formed by excavation and/or an embankment across a drainageway. Purpose To detain sediment-laden runoff from small disturbed areas long enough to allow most of the sediment to settle out thereby protecting drainageways, properties, and rights-of-way from s sedimentation . Conditions Where Practice Appiies 1 . A sediment trap is usually installed in a drainageway, at a storm drain inlet or at other points of discharge from a disturbed area. 2. Below drainage areas of 5 acres (2 he) or less. 3 . Where the sediment trap will be used less than 18 months . 4 . The sediment trap may be constructed either independently or in conjunction with a TEMPORARY DIVERSION DIKE - Section 4 . 15 (ES BMP 1 . 15). Planning Considerations The sediment trap should be located to obtain the maximum storage benefit from the terrain, for ease of clean out and disposal of the trapped sediment and to minimize interference with construction activities. - Sediment traps should be used only for small drainage areas. If the contributing drainage area is greater than 5 acres (2 ha), refer to SEDIMENT BASINS - Section 4 .26 (ES BMP 1 .26) . ■ Sediment must be periodically removed from the trap . Plans should detail how this sediment is to be disposed of, such as by use in fill areas on site or removal to an approved off-site ■ dump . Sediment traps, along with other perimeter controls, shall be installed before any land disturbance takes place in the drainage area. ■ ■ 4-68 Chapter - Best Manaqement Practices for Erosion and Sediment Control r Maintenance Check dams should be checked for sediment accumulation after each significant rainfall . Sediment should be removed when it reaches one-half of the original height or before. Regular inspections should be made to insure that the center of the dam is lower than the edges . Erosion caused by high flows around the edges of the dam should be corrected immediately. r Slit Flow � a 1-r - Note : 5pocirg for Type zy Fence to be in r accardonee , with c.�ar; 1. Sheet 1 of 3 one d7tch Fnstauotrons at drainage strictures Sheet 2 of 3. r Type LT Silt Fence r r r l; HI Gill Poinu A Should be Maher than Poin: B oreinageway tnstaliation (Front Hievation) I Plate 4.38d Silt Fence Check Dam Source: Installation of Straw and Fabric Filter Barriers for Sediment Control Sherwood and Wyant r 4-111 Florida Erosion and Sediment Control Inspector's Manual ■, o 53 DG:rssz�wi %f.%LJ& SURE Cr ST]UTSE E=rrn IT EM MAMMA VAT WFTH U4R RUK 11,WJ-EM - - 3 U 10M G !2 14 15 2D =5 - ' C� 1MA DEL RGLK SIZ= & F,�w �EPT�S •` wi3IK-. S 04,a mIST BE KE-ER 035 FTtFT CR FLAT i era TNA`! F t7`a L]YE F''-'-_VT AV 0V LS4lE S COl RSE R CK IPc ._'� s PA r 019%�iT9 AA hIIMM0.di DEM IF =PSC as -- F RDIOC SET DJ1 d Rte PLACE? ?d tFiSMJt1 4DFFPrw "TM,TC TRDr-H FLPI LII`1r IS 05 FE1 SIDE VIEW FRCh- 'v'�AA x FLIIV - AAAAAAAA ffFq=V TE-y LeyEL Vnw ff I-E mr.-Em r1RM1 ;E 1J V AA As ■ ■ Plate 4.38e Rock Check Dam Details ` Source: HydroDynamics, Inc. ■ 4-112 O Chapter 4 - Best Management Practices for Erosion and Sediment Control Excavate, if Necessary, for Storage je Flow Fow .;OP . Flow -' /, r��yy+"+,r�. .rr a t . . l .,.,,� . �• : k .: - �.." • r - Sw;4.c. . , Embankment. ...:. Ff, . r i Flaw a Top Width 2:I Stopes �• PF �,y, t / � •: ' , IV "`i•: �.lUtietlrtj . . . DIM 'rf Required to DivertWater teTrap � 2:1 orplatter ` W a x Drainage Area (At, ) Sectior. A-A Outlet Section Excavated Earth Outlet SedimeotTrap Embankment Earth Outlet Sediment Trap Construction Specifications W 1 . Area under embankment shall be cleared, grubbed and stripped of any vegetation and root rnat. The poo: arca shall be cleared. 2, The Illlrcaterial for the embankment shall be fres of Foobs or other woody vegetation as wall as over-sized stones, rocks , organicrnaterlat or outer ab)ectianabie materlaL The ambankmentahali be cempsctrd by travererng with equipment white it le being.constructed. _ 3, Sediment shell bs removed and trap restated to its original dimensions when the sediment :has accumulated to 112 the design depth at the trap. Removed sediment shall be deposited in a sultable r area and in such a manner that it wit not arods, 4. The structure shall be Inspected after each rain and repairs mads as needed, B. Construction operations shell be carried out in such a mannerthat erosion and water pollution are minimised. ■ S. I its structure shall be rcmoved end area aiabil'lzad when the drainage area has been properly stabirzed. 7. All cut andfitslopessha:lbe2:1orflatter. B. Outlet crest elevation ahall be at least ane foot belowthe top of the embankment. r • ■ Plate 4.25a Earth Outlet Sediment Trap Source: NRCS Design Criteria ■ 4-69 Florida Erosion and Sediment Control Inspector's Manual Trap Capacity The sediment trap must have an initial storage volume of 134 cubic yards, or 3600 cubic feet per acre ( 252 m3/ha) of drainage area, measured from the low point of the ground to the crest of the gravel outlet. Sediment should be removed from the basin when the volume is reduced by one-half. For a natural basin, the volume may be approximated as follows: V = 0 .4xAxD where: V = the storage volume in ft.3 A = the surface area of the flood area at the crest of the outlet, in ft? D = the maximum depth, measured from low point in trap .to crest of outlet, in ft. Excavation K excavation is necessary to attain the required storage volume, side slopes should be no • steeper than 2: 1 . Embankment Cross-Section The maximum height of the sediment trap embankment shall be 5 feet (1 .5 m) as measured • from the low point. Minimum top widths (W) and outlet heights (Ho) for various embankment heights (H) are shown in Table 4.25a. Side slopes of the embankment shall be 2:1 or flatter. Table 4.25a MINIMUM TOP WIDTH (W) AND OUTLET HEIGHT (Ho) REQUIRED FOR SEDIMENT TRAP EMBANKMENT ACCORDING TO HEIGHT OF EMBANKMENT (feet) H Ho W 2.0 1 .0 2.0 2.5 1 .5 2.5 3 .0 2.0 2.5 3 .5 2.5 3:0 4 .0 3 . 0 3 .0' 4 .5 3 .5 4.0 5 . 0 4 .0 4 .5 - - - 4-70 , Chaoter 4 - Best Management Practices for Erosion and Sediment Control E s ,lir a SPIiLWAY a s r A i � c.HMQML r N ELAN PONT ' ■W I. G III 241 MAX PpON7 'e' Y �. y ,� tt n,� VIEW LOOKING _ PSTREAM — POnotNr F;ri6�Tr L' 'L` : TIS DUGK 15TANOE STRAT POINZ 'o' Ath7 POINT5 'D' APM OF EGIVAL M"�v 74OFl. n POIhT 'O' POIN7 'D` L � , aPnoxAL �• — �- — g ERbY EMBED 5YKAV1 l i BALE 40 Y.' k . INTO SOIL. SECTION A A U SPACING BETWEEN CHECK DAMS Vo7+<S= 3, aLAOe 3AL 2' PMP°°eKPiOULA R TO +M I. `='M$�c`� Sr'i;..�5 4" INTO Tt'- 'aUll. AA1D 'Y�Y' FLOW 141"714 ENFS+ TIGHTL"" ASQrr1 6. ltd SALES li.'7P '"i-1E oAAN ML 3ANK5. 5TRAVi PS A� � TA Pl BAz:,KFI'.L M .TJ FU-L 2. POINT 'A' MI15: Pt ! R&F=R T+iAN POINT 'S'. 70 REVa AMD TAMP 5?wKPi`% ROJK IAL !SP'.LLYW.Y i• ICyFsT7. . - TO PR.NStYT O20SIOF4: OR P`Uri AiiP'JND ■ - 4. SPU.LKi %. , NElbi-i SHALL NU F iLXC-EEV 24" , S. IN5P=C.T AFTER EACH 51BHIflGA','T STOR!`'.,. MATWtNN' rtiW R=."PAIR- ?iZ'3", LY, Plate 4.38f Straw Bale Check Dam Details Source: Erosion Draw ■ ■ 4-113 Florida Erosion and Sediment Control Inspector's Manual 40 4 . 40 DEWATERING ■, Definition Lowering the watertable by means of pumping . Purpose To allow the construction of structural and stormwater improvements by removing water from excavation areas and allowing construction by conventional "dry" methods. Planning Considerations The majorplanning consideration in dewatering is disposal of removedwater. Volume, quality, and topography are .the factors governing the method and destination of removed water. Discharge from well-point dewatering is relatively clear except for the initial discharge after installation or inactivity. Water pumped from a sump hole is thoroughly sediment laden and must always be treated. Turbid water must either be filtered before leaving the site or must be - impounded onsite and allowed to settle, In flat�terraln it is sometimes more economical to impound relatively clean water rather than pipe it long distances to a receiving water body. Specifications The two most common methods of dewatering used in Florida are well-point systems and sump pumps. A well-point system consists of one or more rows of small 2" (5 cm) collector pipes which are jetted vertically into the ground nearthe proposed excavation . The small pipes are connected by a larger 6" ,(15 cm) manifold pipe which is connected to the pump and ■ discharge line. The sump method is simply a hole in the ground with a pump drawing all of the water flowing into the hole. Excess water is conveyed to the sump by open ditches or perforated pipes embedded in sand or gravel. ■ Sumps and Ditches The water table is lowered by ditching and conveying water to a lowered sump hole. Water ■ pumped from a sump hole is usually heavily laden with sediments . Water flowing over disturbed and saturated ground detaches and transports all sizes of soil particles into the sump pit to be sucked up by the pump. Saturated liquid soil (mud) is also drawn into the pump . The discharged water must be treated before release into a "receiving water body or stormwater system. Placing haybales around the pump intake or outlet is not sufficient filtration by itself. Turbid water must either be impounded long enough for effective settling of fines, or filtered • through temporary filter orsediment tank. _ Initially the water may percolate freely into the ground, however this will diminish as the fine particles settle and clog the surface layer of soil . In situations which preclude the use of filtration or settlement facilities, and turbid water is ' discharged directly into a water body, a suitably designed floating turbidity barrier must be used . Note that this method does not remove any sediments, it merely allows for dilution to lower the turbidity level. 4- 114 r. Chapter 4 - Best Management Practices for Erosion and Sediment Control • Excavate, if Necessary, for Storage .W. qd Ad. Zn�:y • j. Yy: ' �f%- . � f r7ow x � � N � .r� F R;,l\ • FEE I Ir ,??r� Earths Embankment Cutlet Protection r • F 4-I _ _ .. Tww Min. • All Slopes 2: 1 or plater � ' 5' Max. ' .. , . � PeriaratedRiser • Welded All Around Embankment Section Thru FUser • Construci'm Speolfication 1 . Area under embankment shaft be Bleared, grut:ibad and stripped of any vegetatfor and rcpt mat. The pool ansa shallbe cleared 2. The- " rtgtarfalfortheemlbankmeilt. shdbe free o roots or other waodyvegetation aswell ascvef- srsed iLd'nos,.ructw organic material, or other ohleMlanabls tnatehaLThe em.hankmenl shall ae compacted by traversing with equipment while Us being cm%tnicted. 3. Sediment shall be removed and trap restored to its'oftkia! dinnensions when the secimert has r aecumulatedto 172 the-desian-depth *[ the trap.Removed sediment shall be (apo sited in a suitable, -- - : - — - - --- - araa ano rnsudh a r'isirnarfhdt rt is no amda, -- 4, The, strucfure shall beinspscted aftereach rain and repairs made as needed r S. Conetructlonoperations shall be carried out In such a manner that erasion and water poUion are minimized. 6 , Tile structure shell be removed and area stabilined when the (irlinage area hes been properly 31abilizad- 7, An cw and fm slopes shall be 2: 1 orflatter. r a. Ali pipe connections shall be watertight a. At least ft top ZS of the riser shall be perloraled with 112-inoh diameter holes spaced a inches vertically and it � 12 inches horizontally. yu. Fill matortail around pipe spillway shall be hand eotrpacted in 4-lncl layera. A minimum of two lest of ■ lyand•compacte i backfill shall be placed over the pipespillway before crossing it with construction oquip- Plate 4.25b Pipe Outlet Sediment Trap ■ Source: NRCS 4-71 • ' VARIAMfaROUND taw tfJi •� 57 CV, YD,IACRE t •� � as '"i � - VaLE V77 CMU, YD,/AC F1 CLOTH s. _ ONAL EUVI Cross-Section of Oullat DIKE ti \L C♦. M 01 COARSEAREA AGGREGATE SHALL • • OR r Chapter 4 Best Manaqement Practices for Erosion and Sediment Control Horizontal Wells This system also consists of a series of ditches leading to a sump hole or pump . The ditches are filled with sand or gravel surrounding a perforated pipe. A geotextile may also. be used to prevent excessive migration of fines into the system . The discharged water must be treated _ before release as described above . Well-point Systems r The well-point system is the preferred system for dewatering and should be used whenever possible. The initial discharge yields the sediments displaced by the installation of the small r collector pipes . This can be directed into the excavation , a small settling or filtration facility, or larger temporary impoundment. Thereafter the water is generally clear groundwater and may be discharged into a receiving water body provided that there is suitable conveyance. r. Maintenance r 1 . Any water impoundment must be inspected daily to prevent failure of dikes , berms , or control structures. Minor problems should be repaired at once. Major problems will require a redesign and plan modification. 2. Any filtration device must be inspected and cleaned frequently. The discharge should be monitored daily and whenever the pumps are started . Inspection and maintenance of the system are best performed when the facility is dry. The first signs of diminished performance should be an alarm that maintenance is required . f the facility will no longer drain itself, the untreated water must be pumped back to its source, rather than by-passing the facility and discharging to the water body or stormwater system. 3 . Floating turbidity barriers shall be maintained as per FLOATING TURBIDITY ' BARRIER - Section 4 .45 ■ ■ 4-115 Florida Erosion and Sediment Control Inspector's Manual ■, 4 . 45 FLOATING TURBIDITY BARRIER Definition A floating geotextiie material which minimizes sediment transport from a disturbed area adjacent to or within a body of water. Purpose To provide sedimentation protection for a watercourse from up-slope land disturbance where conventional erosion and sediment controls cannot be used , or from dredging or filling within the watercourse. ■ Conditions Where Practice Aoolies Applicable to non-tidal and tidal watercourses where intrusion into the watercourse by construction activities has been permitted and subsequent sediment movement is unavoidable. Planning Considerations Soil loss into a watercourse results in long-term suspension of sediment, in time, the suspended sediment may travel large distances and affect widespread areas. A turbidity curtain is designed to deflect and contain sediment within a limited area and provide enough residence time so that soil particles will fall out of suspension and not travel to other areas. Turbidity curtain types must be selected based on the flow conditions within the water body, whether it be a flowing channel, lake, pond , or a tidal .watercourse. The "specifications contained within this practice pertain to minimal and moderate flow conditions where the velocity of flow may reach 5 feet (1 .5 m) per second (or a current of approximately 3 knots). For situations where there are greater flow velocities or currents, a qualified engineer and product manufacturer should be consulted . Consideration mustalso begiventothe direction of watermovementin channelflow situations. ■ Turbidity curtains are not designed to act as water impoundment dams and cannot be expected to stop the flow of a significant volume of water. They are designed and installed to trap sediment, not to halt the movement of water itself. In most situations, tUJr idltkcurtains should not be instalied across channel flows. In tidal or moving water conditions, provisions must be made to allow the volume of water ■ contained within the curtain to change. Since the bottom of the curtain is weighted. and external anchors are frequently added, the volume of water contained within the curtain will be much ■ greater atHigh-fideverses low tide andmeasures must betaken to preventtPiiS cuitair- tim submerging . In addition to allowing slack in the curtain to rise and fall , water must be allowed to flow through the curtain if the curtain is to remain in roughly the same place and maintain the same shape. Normally, this is achieved by constructing part of the curtain from a heavy woven filter fabric. The fabric allows the water to pass through the curtain, but retains the sediment particles. Consideration should be given to the volume of water that must pass through the 4116 , r Chapter 4 - Best Management Practices for Erosion and Sediment Control r FONpIN@ fEl6ki'f FLOW FILMR FABRIC _ ` — r {OPT40NA,LJ e — -� ' o SEDIM�IT STORA6c r EftD STRAA J i BALE 4` MIK, - \! INTO Wit . 1SECTION A A 1 STRAK BALES - mill, jr ' TI6HTVr A9U'rT1X&,. it O G v 1 V2' PLAN Knorr N STAB . :Y7E- OF 3A ppp.1T '- Tiffip }f -HALF. r �-2 FM Z^LE ROG SFI m o imY BALE INTO A��� SANK AT 807r4 EXP5 C" 5^10'`IM VIEW LOOKING UPSTREAM 'r INLACE BALI_9 PeEfIrEWIMI GULAR TO FLOK 3, MH5M THE 5ALM 49 INTO THE 5011. AND - 'KLT" THE 9MD BASES WO THE CHANNEL 5ANK6. . - - r 5. 3AL£5 PLACffi IN A ROA AMR LIND5 . T1614TI.Y AWrnW&, USE STRA3^I, .ROCKS OR FIL-MR f`ABRIG TO- fILL ANf &APS BETWMINI SAL25 AND TAMP 9ACKP11.L. MA7MAL5-Y0 . PR9VE T E111MIQU OR rLOA ,\ROUND THE : - ra - - --. ..... . -.8..- ------ ---------- ..-._-.._. ._._.:— - - ------- --- ...- - S. 5PILLKAY 5*ALL. NOT EXCEW 2+4'. ra Plate 4.25d Semi-pervious Straw Bale Sediment Barrier Source: Erosion Draw Outlet 4-73 Florida Erosion and Sediment Control Inspectors Manual The outlets shall be designed , constructed and maintained so that sediment does not leave the trap and that erosion of the outlet does not occur. Atrap may have several different outlets with each outlet conveying part of the flow based on the criteria below. The combined outlet capacity shall be sufficient for the drainage area . For example, a 12 foot (3 .6 m) earth outlet, adequate for 2 acres (0 .8 ha), and a 12. inch (30 cm) pipe outlet, adequate for 1 acre (0 .4 ha), could be used for a three acre (1 .2 ha) drainage area. There are four types of outlets for sediment traps . Each sediment trap is named according to the type of outlet that it has . Each type has different design criteria and will be discussed separately. 1 . An Earth Outlet Sediment Trap consists of a basin formed by excavation and/ or an embankment. The trap has a discharge point over or cut into natural ground. The outlet width (feet) shall be equal to 6 times the drainage area (acres). If an embankment is used the outlet crest shall be at least one foot (30 cm) below the top of the embankment. The outlet shall be free of any restriction to flow. The earthen embankment shall be seeded with temporary or permanent vegetation (see Sections 6 .65 and 6.66) within 15, days of construction . (See Plate 4 .25a) 2 . APi 2e outlet Sediment Trap consists of a basin formed by an embankment, or an excavation and an embankment. The outletforthetrap isthough aperforated riser and a pipe through the embankment. The outlet pipe and riser shall be made of corrugated metal . The riser diameter shall be of the same or larger diameter than the pipe. The top of the embankment shall be at least 1 .5 feet (45 cm) above the crest of the riser. At least the . top. 213 of the riser shall be perforated with 112 inch (13 mm) diameter holes spaced :8 inches (20 cm) vertically and 10- 12 inches (25 - 30 cm) horizontally. All pipe connections shall be watertight (See Plate 4.25b). Select pipe diameterfrorn the following table: Minimum Pioe Diameter in inches (cm) Maximum Drainaae Area in acres (hal 12 " (30 cm) 1 (0 .4 he) ' 18 (45 cm) 2 (0.8 ha) 21 (53 cm) 3 ' ( 1 .2 ha) _ 4 (1 .6 ha) 30 (75 cm) 5 (2A ha) 3 . A Stone Outlet Sediment Trap consists of a basin formed by an embankment or excavation and an embankment. The outlet for the sediment trap shall consist of a crushed stone section of the embankment located at the low point in . the basin . The minimum length of the outlet shall be 6 feet times the acreage of the drainage area (4 .5 m times hectares). The crest of the outlet must beat least 1foot (30 cm) below the top _-..._. _ . _._--... -_ __.-_ __oftheembankment to-insur-ethatthe-flowWli-titanvel-over-thestone.and-not-the.embank=- -.. .- ---- ■ ment. The outlet shall be constructed 'of FDOT No. 1 size crushed stone. (See Plate 4.25c) A very temporary alternate trap can .be constructed from straw bales with a stone outlet. (See Plate 425d ) Straw bales shall be installed per Section 4.05 STRAW BALE BARRIER (ES BMP 1 .05) , 4 . A Storm Inlet Sediment Trap consists of a basin formed by excavation or natural • 4-74 Chapter 4 - Best Management Practices for Erosion and Sediment Control .. fabric and sediment particle size when specifying fabric permeability. Sediment which has been deflected and settled out by the curtain may be removed if so directed by the on-site inspector or the permitting agency. However, consideration must be givento the probable outcome of the procedure - will it create more of a sediment problem by resuspension of particles and by accidental dumping of the material by the equipment involved? It is , therefore, recommended thatthe soil partidestrapped by a turbidity curtain only be removed if there has been a significant change in the original contours of the effected area in the watercourse. Regardless of the decision made , soil particles should always be allowed to settle for a minimum of 6- 12 hours before their removal by equipment or before removal of a turbidity curtain . It is imperative that the intended function of the other controls in this chapter, to keen sediment out of the watercourse, be the strategy used in every erosion control plan . However, when proximityto the watercourse makes successfully mitigating sediment loss. impossible, the use of the turbidity curtain during land disturbance is essential . Under no circumstances shall permitted land disturbing activities create violations of water quality standards) Design Criteria 1 . Type I configuration (see Plate 4.45a) should be used in protected areas where there is no current and the area is sheltered from wind and waves . 2. Type it configuration (see Plate 4A5a) should be .used in areas where there may be small to moderate current running , (up to '2 knots or 3 .5 feet (1 m) per second) and/or wind and wave action can affect the curtain . 3 . Type III configuration (see Plate 4 .45b) should be used in areas where considerable current (up to 3 knots or 5 feet (1 .5 m) per second) may be present, where tidal action maybe present, and/orwhere the curtain is potentially subjecttowind and wave action. 4. Turbidity curtains should extend the entire depth of the watercourse whenever the watercourse in question is not subject to tidal action and/or significant wind and wave forces. This prevents silt laden water from escaping under the barrier, scouring and resuspending additional sediments. 5 . In tidal and/or wind and wave action situations, the curtain should never be so long a to touch the bottom . A minimum 1 foot (30 cm) "gap" should exist between the weighted lower end of the skirt and the bottom at "mean" low water. Movement of the lower skirt over the bottom due to tidal reverses or wind and wave action on the flotation system may fan and stir sediments already settled out. 6 . Intidal and/orwind and wave action situations, itis seldom practical to extend aturbidity curtain depth lower than 10 to 12 feet (3 to 4 m) below the surface, even .in deep water. Curtains which are installed deeper than this will be subject to very large loads with consequent strain on curtain materials and the mooring system, in addition , a curtain installed in such a manner can "billow up" toward the surface under the pressure of the moving water, which will result in an effective depth which is significantly less than the 4-117 Florida Erosion and Sediment Control Inspector's Manual skirt depth . 7 . Turbidity curtains should be located parallel to the direction of flow of a moving body of water.. Turbidity curtains should not be placed across the main flow of a significantbody of moving water. 8 . When sizing the length of the floating curtain, allow an additional 10 - 20% variance straight line measurements. This will allow for measuring errors, make installing easier and reduce stress from potential wave action during high winds . 9 . An attempt should be made to avoid an excessive number of joints in the curtain; a minimum continuous span of 50 feet (15 m) between joints is a good "rule of thumb." 10 . For stability reasons, a maximum span of 100 feet (30 m) between anchor or stake locations is also a good rule to follow. 11 . The ends of the curtain , both floating upper and weighted lower, should extend well up into the shoreline, especially if high water conditions are expected . The ends should be secured firmly to the shoreline to fully enclose the area where sediment may enter the water. 12. When there is a specific need to extend the curtain to the bottom of the watercourse in tidal or .moving water conditions, a heavy woven pervious filter fabric may be substituted for the normally recommended impervious geotexHie . This creates a "flow-through" medium which significantly reduces the pressure on the curtain and will help to keep it in the same relative location and shape during the rise and fall of tidal waters. • 13 . Typical alignments of turbidity curtains can be seen in Plate 4 .45c. The number a • spacing of external anchors mayvary depending on currentvelocities and potential wind and wave action; manufacturer's recommendations should be followed . 14 . Be certain that the type, location, and installation of the barrier is as shown on the • approved plan and permit. Additional permits may be required in navigable waterways , especially when the barrier creates an obstruction . 4- 118 i Chapter - Best Management Practices for Erosion and Sediment Control ground that discharges through an opening in a storm drain inlet structure. This opening can either be the inlet opening or a temporary opening made by omitting bricks or blocks in the inlet. The trap shall be between 1 ' and 2' (30 - 60 cm) deep measured from the low point of the inlet. A yard drain inlet or an inlet in the median strip of a dual highway would use the inlet opening for an outlet. (See Plate 4.25e) A curb inletwould require a temporary opening. (See Plate 4 .25f) The trap should be out of the roadway to avoid interference with construction. Placing the trap on the opposite side of the opening and diverting water from the roadway to the trap is one means of accomplishing this. 5 . Other applications At times a small trap may be constructed in a drainage channel using the culvert fora road crossing . Straw bales or gravel filled bags may be used provided that there are no gaps in the installation . (See Plate 4.258) In largertraps baffles may be required to insure adequate flow length and prevent short-circuiting. (See Plate 4 .25h) Construction Specifications 1 . The area under the embankment shall be cleared , grubbed, and stripped of any vegetation and root mat. To facilitate cleanout, the pool area should be. Geared: 2 . Fill material for the embankment shall be free of roots or other woody vegetation , organic material , large stones, and other objectionable material. The embankment should be compacted im 8 inch (20 cm) layers by traversing with construction equipment: 3 . The earthen embankment shall be seeded with temporary or permanent vegetation (see Sections 6 .65 and 6 .66)within 15 days of construction. 4. Construction operations shall be carried out so that erosion and water pollution are minimized. - area has been stabilized: - - -.. _--- _ .. -- - ._ Maintenance 1 . Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to 1 /2 the design volume of the trap. Sediment removed from the basin shall be deposited in a suitable area and in such a manner that it will not erode , 2 . The structure should be checked regularly to insure that it is structurally sound and • has not been damaged by erosion or construction equipment. The height of the outlet should be checked to ensure that its center is at least one foot (30 cm ) below the top of the embankment. 4-75 Florida Erosion and Sediment Control Inspectors Manual rUV INNf/ rFLOW rAXM .. 4 MOW rr SEDmEm, —LADEN RVNDrr DEPTH BUM TOPOF INLET: . . . r-r-- xs WIN. 1 '— I&M r a rt LARGER PARTICLES STORu WATER wrrHwQ SELAE ouz Lw=n PARTICLES HDLES ReMOVE0 FOR Ng lIR111h1 SVtcf: - SPECIFIC APPLICATION r THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAYY FLOWS ARE "EXPECTED AND WHERE Ali oVERFLDW CAPABILITY WEI EASE OF - - --- - - - --- - - ----- ---�Y7tINTEtIANCE-'icRl:-DES9R�c3�.- - -- - - - -- - --- -- -- - - - - — . . —_ -- ----- - - - Lim r Plate 4.25e Excavated Drop Inlet Sediment Trap Source: Michigan Soil Erosion and Sedimentation Control Guidebook' r 4-76 Chapter 4 - Best Management Practices for. Erosion and Sediment Control 5J8 Ri . POLYPROPYLENE ROPE 1 /4 IN, TIE ROPE FWITAiI ON • • FOLDS FOR CDWACT =RAGC /EECONOMY AV 1 • � + FABRJC9 AvA%t Wv ACCORrANC SO NEE7 8 OZ. apo LaJIN. STANCARO r NYLON RI NFORCED VINYL ALL SELMS HEAT SEALED 114 K CNVN • {ELOW-EYP OF SHACKLE CONNECTION) n Type 1 18 (DR 22) OL VINYL COVETED NYUX4 Gi4i�.VRANJf= $24 SWETf HOOK 0 FVC SLAT-CONNE.C'02 SEAL I 511 MM M CA&E \` 5rREW PL&M (TO REMOVE FI.QAiA:AN7 PRESSURE 104 FLOATS) : . . s 17 SYM�ARD LC4006H HOLDS EVERY B . FEET D6°TN ACCORD= 70 NEED . r STRM.3 E4ND _ . Men PLATE5J16 LN, CHAIN 8 uNT4k I = LIE Type 11 ■ Plate 4,45a Type I and Il Floating Turbidity Barriers Source: American Boom and Barrier Corporation Construction Specifications 4-119 Florida Erosion and Sediment Control Inspector's Manual Materials 1 . Barriers should be a bright color (yellow or "international" orange are recommended) that will attract the attention of nearby boaters. 2 . The curtain fabric must meet the minimum requirements noted in Table 3 .27-A. 3 , Seams in the fabric shall be eithervuicanized welded or sewn, and shall develop thefull strength of the fabric. 4 . Floatation devices shall be flexible,. buoyant units contained in an individual floatation sleeve or collar attached to the curtain . Buoyancy provided by the floatation units shall be sufficient to support the weight of the curtain and maintain a freeboard of at least 3 inches (8 cm) above the water surface level . (See Plate 4.45c) 5 . Load .iines must be fabricated into the bottom of all floating turbidity curtains. Type [ I and Type III must have load lines also fabricated into the top of the fabric. The top load line shall consist of woven webbing or vinyl-sheathed steel cable and shall have a break . strength in excess of 10,000 pounds (4.5 t). The supplemental (bottom) load-line shall consist of a chain incorporated into the bottom hem of the curtain of sufficient weight to serve as ballast to hold the curtain in a vertical position . Additional anchorage shall be r provided as necessary. The load lines shall have suitable connecting devices which develop the full breaking strength for connecting to load lines in adjacent sections (See Plates 4.45a and 4.45b which portray this orientation). 6 . External anchors may consist of 2 x 4 inch (5 x 10 cm) or 2-1 /2 inch (6 cm) minimum diameter wooden stakes, or 1 .33 poundsflinear-foot (2 kg/m) steel posts when Type I installation is used; when Type .I1 orType ill installations are used, bottom anchors should be used. . 7 . Bottom anchors must be sufficientto hold the curtain in the same position relative to the bottom of the watercourse without. interfering with the action of the curtain . The anchor may dig into the bottom (grappling hook, plow or fluke-type) or may be weighted (mushroom type) and should be attached to a floating anchor buoy via an anchor line. The anchor line would then run from the buoy to the top load line of the curtain. When used with Type III installations, these lines must contain enough slack to allow the buoy and curtain to float freely with tidal changes without pulling the buoy or curtain down and must be checked regularly to make sure they do not become entangled with debris. As previously noted, anchor spacing will vary with current velocity and expected wind , and wave action ; manufacturer's recommendations should befollowed . See orientation of external anchors and anchor buoys for tidal installation in Plate 4 .45b . 4-120 Chapter 4 - Best Management Practices for Erosion and Sediment Control Block Inlet with Pfywood and Sandbags. as Necessary, to Fravanf Water from Enterin� Flow Flow Flow ' a \ ,. .. A: ' - . ' p} • '''•„^ . . , k IL IM ' • . \ , ♦ .. . rr.: t` �1� , t` � }.'fin I � Wil• • �✓ , 11 ~ ,ei1114+ h •� ~ '1 , Wit: ' .fin . ' • � r. .#_�. ! : 11rftk � ' '- Flow to Flaw' '_ j • ' , 1 , "����-:�' - ' . � . • r�\ ccs . z/ -- 1 . ^ sr�� 'w� Fiamose Brisks or i 'y., Blacks far Oidlat Trap may be Placed Behind or at End of Inlet r As Required 2:1 or Ratter 21._ 0. Flatter —'� . • = _ ' ILVJJtliiliir3iE1' s 11 • n9rL� _ Croas3sction Section A-A Carp Drain 'e Yard [Frain MOTE_ Whars curb is In place, provids a 1 foot wide opening in he cusp ar use a sandoug darn Ic lona }voter over tha auti7 to ft trap. - r`'oristruWant -Soeoificelinns. . ; . Sadimentshallberem " andtraptestorecitohecrigineldiinensionswhenthesedimenthas accumulated to ,l2 the design depth ofthe trap. Removed sediment shall be deposited in a sultable area and in such a manner that it will not erode. 2. The structure shall be inspected after each reel and repairs mads as needed. 3. Construction operations stiall be carried out in such a manner that erosion and wa`.ar pollution sl}ail be minimized. 4. The sedimenttrap shalt be :em*vgd and area stabilized when tha remaining c' a-inage areahas been property stabilized, " S. All cu: and fill elopes shall be 2 " or ilattw- Plate 4.25f Storm inlet Sediment Trap Source: NRCS 4-77 Florida Erosion and Sediment Control Inspector's Manual Removal Sediment traps must be removed after the contributing drainage area is stabilized . Plans should show how the site of the sediment trap is to be graded and stabilized after removal. 304.k,, FILM SACS STAM AT EASE T1113 LAYERS Wfh 2,24 IhAT ' 5 f�dGOPS 3= A,'i> EADy!l M BAM al '[}£ } FL4fL:PE Mohr A 3 A — i� merc.4 + f. •• cic t c f- Ilk . 4aIRo6rw�ll , ' �Tr td ' I� bd F Ja {l � \ MLVEar M VMD NEA FZ :An fix m ff. D I SMMT SIDE VIEV FRONT VIEV (N� SCALD !ENVE A 12�Di7f 0170'11'Q 5PP 3tiRUExN PPE NEA GPM . MVATM Ar6 PL9Z A TDOX MY131" 3' AYM fa TU? F[RsEama JAM Al EMqT II S:Rpff 3%L= ~ F RENT VIE' 0= MAD WIM ba4L_RNATIvE.) EACH EAG IS TO CONSIST IFF / 4-INCH DLA}IE`k TOP VIEV GRAVEL CENTAIN~, LN PMV= &RJPBAQS CR SYNT!IVIC NET B<S n/&I: Crkl MESR AND 3E • ADMXIMATELY 24 rNChES l 12 INChrS VIDL *Z 6 INID-ES KGH Plate 4.25g Small Sediment Trap Located within a Stormwater Conveyance Channel source: HydroDynamics, Inc . ■ 4-78 ■ Chapter 4 - Best Manaqement Practices for Erosion and Sediment Control Typo III 22 D2. NYLON PENFORCED VRdYL STn6S BAND PVC SLOT - CONNECTOR FLOATATION 0 OEnH ACCOR]NO . TO NCW% fir 0 LP a I 5/16 V� CCATING CABLE 1�A SM HOOK STRESS PLATE LAP LINK 5{ 75 IN. ITC .REDUCE STRAIN) CHAIN orlentadonWhen Installed ■ Widal Shunflon -Type 111) ■ Krit ANCHOFrM tkrH BUOYS. ATTACH LINES AIrrOMAT1c FLA3rWG AS SNOWN. REMOYE5 ALL BUOYTO SHAcsI.E LIO&T (ON AY DUSK- VERTICAL FORCES FROM THE - 0rF AS DAWN) 113W CURrAIN_ NENCE, THE CIJRTAIN - SHALL •. WILL NOT SINK FROM WIND OR. ~ 1 "r - ~"' / ON IN �NA+AaNhE CURREHr LOADS. j 7 CHANNELS ONLY MIN 2' STANDARD C OWAWHEYr SnTEMS. trwr BUOY ■ S' Ste' ANOHO.R (AS MATER SURFACE 7 EMWEN ACTUBy • - C. 7 - Aef,, i CURTAN RMEP.BED o d O O O d V q 4 Q v 4 9 O Q Q Q v Q e e a Q Q o o Q_ Qq 4o- o q .Q A q av o o q o o a a a Q q. Q v ■ q.. v Qo a ,a O Q a. Q Q Q Q Q Q o Q o O - O Q4 Ct a ' O Q O o Q O O Q G ■ ■ Plate 4.45b Type Ill Floating Turbidity Barrier Source: American Boom and Barrier Corporation and VDOT Standard Sheets ■ Installation 4-121 Florida Erosion and Sediment Control inspector's Manual 1 . In the calm water of lakes or ponds (Type I installation) it is usually sufflcient to merely set the curtain end stakes or anchor points (using anchor buoys if bottom anchors are employed) , then tow the curtain in the furled condition out and attach it to these stakes or anchor points. Following this , any additional stakes or buoyed anchors required to , maintain the desired location of the curtain may be set and these anchor points made fast to the curtain . On the , the furling lines should be cut to letthe curtain skirt drop . ■ 2. In rivers or in other moving water (Type fl and Type III installations) it is important to set all the curtain anchor points: Care must betaken to ensure that anchor points are of sufficient holding power to retain the curtain under the expected current conditions, before putting the furled curtain into the water. Anchor buoys should be employed on all anchors to prevent the current from submerging the flotation at the anchor points. If ■ the moving water into which the curtain is being installed is tidal and will subject the curtain to- currents in both directions as the tide changes , it is important to provide anchors on both sides of the curtain for two reasons: a) Curtain movement will be minimized during tidal current reversals. b) The curtain will not overrun the anchors pull them out when the tide ■ reverses . When the anchors are secure, the furled curtain should be secured to the upstream ■ anchor point and then sequentially attached to each next downstream anchor point until the entire curtain is in position . At this point, and before unfurling, the "lay" of the curtain ■ should be assessed and any necessary adjustments made to the anchors. Finally, whenthe location is ascertained to be as desired , the furling lines should be cut to allow the skirt to drop . ■ 3 , Always gttach anchor lines to the flotation device not to the bottom of the curtain The anchoring line attached to the floatation device on the downstream side will provide support for the curtain . Attaching the anchors to the bottom of the curtain could cause • prematurefailure of the curtain due to the stresses imparted on the middle section of the curtain . • 4 , There is an exception to the rule that turbidity curtains should not be installed across channel flows; it occurs when there is a danger of creating a silt buildup in the middle of a watercourse, thereby blocking access or creating a sand bar. Curtains have been used effectively in large areas of moving water by forming avery long-sided, sharp "V" to deflect clean water around a work site, confine a large part of the silt-laden water to the work area inside the "V" and direct much of the silt toward the shoreline. Care must be taken, however, not to install the curtain perpendicular to the water current. 5 . See Plate 4.45c for typical installation layouts. 4-122 Chapter 4 - Best Management Practices for Erosion and Sediment Control N wt TI 12G 'e.5 3.0 as 5_^, a5 5.0 SEDIMENT TccAP Gt JIDELI \ES V ff T1 i B.0 2w 2.5 c 3D =D < _ EHa rc SIX SLOPES ME 4C7 7o at w lu M= TIm Lt=4r= AT LPAAT IIS F 7 6E10Y . THE =nLL L'AY VZV^r.TCN SPI.LVAY PESIONEO 113 PASS :0-+R. R4-Fgk FEPK F"MbS S:L72C.c GLU ATEO RY L �r . FOQ VMJ.M EMATION FI7 - - HH 2 -r Ow iHLV IIYL-4 F..iERVRTE'a 4O.LpE' - 3/4-LIL^-I MIAPE: 2 zrawr.TEtr. AT Sq O:RLET P� S2EG TC uFt�Gp44krp QAvEL Sla'LYE Ea1aTL7+ Y n1TF T FILTER s , DETOTION 1POND SEDIMENT TRAPXBASrN 30"�IFCM C[ME7'ff! LPPPIQmGlKTEy �94F1 F>LTER FMLrri10R e o KP R S:QYCE ORLOLIATEO Ev HISI= FLWS . TP7.Ci vp-I,FE EILNTIDV s smog N3.%YE z3/4-IrE71 Ii!/J'E:ER C�L3LATEO Frc semen STC imm a.MT=N 12 INCH mesm 67t8 WPF<QfY1hTD uMAYEL SYA�?a FFL§ LVER 7IIi,E: PW' � rnuER ¢9�AG FCR K•/,O2' no-YENt VPACM MSO FLC.'S .1 FLOW LEN% TH DETAIL BAFFLE DETAIL LSE � 94fTt� H4Y � . r' x$ F7 YTYe _ Itl. . PLY+rSG OR EnIIYA..EY- �( R= Fih3f . . . . . . L :3 FEr -24 GZL" Y . . . . . . LN .rE. . 7TH �. . . . . . . . . . :. rJ.[VAT(LN OF - HAMW 4MrPt74 SPPOW of ON S - 5FEET Plate 4.25h Sediment Trap and Basin Guide Source: HydroDynamics, Inc . 4-79 Florida Erosion and Sediment Control inspector's Manual 4. 26 TEMPORARY SEDIMENT BASIN ( ES BMP 1 , 26) Definition ` A temporary basin with a controlled stormwater release structure, formed by constructing an embankment of compacted soil across a drainageway. ` Purpose • To detain sediment-laden runoff from disturbed areas long enough for most of the sediment to settle out. • Conditions Where Practice Applies Below disturbed areas greater than 5 acres (2 he) . There must be sufficient space and appropriate topography for the construction of a temporary impoundment. These structures are limited to a useful life of 18 months unless they are designed as permanent ponds by a • qualified professional engineer. Planning Considerations ` Effectiveness Sediment basins are-at best only 70-80% effective in trapping sedimentwhich flows into them. Therefore, they should be used together with erosion control practices such as temporary seeding , mulching, diversion dikes , etc. to reduce the amount of sediment flowing into the basin . Location To improve the effectiveness of the basin , it should be located so as to intercept the largest possible amount of runofffirornthe disturbed-area. The-bestiocations are generally-low areas - and natural drainageways below disturbed areas . Drainage into the basin can be improved by the use of diversion dikes and ditches. The basin must not be located in a live stream but . should be located to trap sediment-laden runoff before it enters the stream. The basin should not be located where its failure would result in the loss of fife, damage to adjacent properties , or interruption of the use of public utilities or roads. Multiple Use Sediment basins may be designed as permanent structures to remain in place after construction is completed . The Stomiwater Rule (Ch. 62-25 , RAL.) makes the use of these structures desirable for stormwater detention purposes. Always leave the bottom of the sediment basin 6" - 12" higher than the eventual bottom of a retention basin . This will ensure removal of accumulated fine sediments which could prematurely dog the retention basin . wherever these structures are to become permanent, or if they exceed the size limitations of 480 Chapter 4 - Best Manaqement Practices for Erosion and Sediment Control Typical Layouts Stream, Ponds, and Lakes {Protected and Nan-Tidaj r . STREAM FLOW 1 �■ ANC}iOR PT. r # STAKE OR ANCHOR, EVERY t00 ' ATYPICAL} Si10Rt17NE FILL AREA r E.IAtRS OF �, • CCsN5Ti?_ r f � SHQREt1NE BID ANCHOR Pr. TL'RTAIN a THIS DISTANCE IS VARIAME r Tidal Waters andfor Heavy Wind and Wave AatWn �-- ®g PROPOSED ME OF 51.0FE i s � CX5rM1C - ,1 CAUSEWAY 19 ANCHOR 1k ANCHOR BUOY SHORELINE BARRIER MOVET.lENT . SHORE64E ■ ANCHOR %T. ? DUE TO TIDAL CHANGE ANEMR ?:. THIS DISTANCE 7S VARIABLE YILtLA Ft Um AREA ■ ■ Plate 4.45c Typical Installation Layouts — Source: FDOT Roadway and Traffic Design Standards 4-123 Florida Erosion and Sediment Control Inspector's Manual 6 . The effectivenessof the barrier can be increased by installing two parallel curtains , separated at regular intervals by 10' (3 m) long wooden boards or lengths of pipe. Removal 1 . Care should be taken to protect the skirt from damage as the turbidity curtain is dragged from the water. 2 . The site selected to bring the curtain ashore should be free of sharp rocks, broken cement, debris, etc. so as to minimize damage when hauling the curtain over the area. . 3 , If the curtain has a deep skirt, it can be further protected by running a small boat along its length with a crew installing furling lines before attempting to remove the curtain from the water. Maint� enance • 1 . The developer/owner shall be responsible for maintenance of the filter curtain for the duration of the project to ensure the continuous protection of the watercourse. ■ 2. Should repairs to the geotextile fabric become necessary, there are normally repair kits available from the manufacturers; manufacturer's instructions must be followed ensure the adequacy of the repair. g, When the curtain is no longer required as determined by the inspector, the curtain a related components shall be removed in such a manner as to minimizeturbidity. Sediment shall be removed and the original depth: (or plan elevation) restored before removing the curtain . Remaining sediment shall be sufficiently settled before removing the curtain . Any spoils must • be taken to an upland area and stabilized . 4124 Chapter 4 - Best Management Practices for Erosion and Sediment Control ., the design criteria , they must be designed as permanent ponds by a qualified professional engineer. Permanent ponds are beyond the scope of this BMP . Design Criteria Maximum Drainace Area Unless the structure is designed as a permanent pond by a qualified professional engineer, the maximum allowable drainage area into the basin shall be 150 acres (61 ha). Basin Capacity The design capacity of the basin must be at least 134 cubic yards or 3600 cubic feet per acre (252 m3/ha) of drainage area measured from the bottom of the basin to the crest of the principal spillway (riser pipe). Sediment should be removed from the basin when the volume of the basin has been reduced to 55 cubicyards per acre (104 m3/ha) of drainage area . The elevation of the sediment cleanout level should be calculated and clearly marked on the riser. In no case shall the sediment clean out level be higher than one foot (30 cm) below the top of the riser. (See Plate 4. 26a) . Basin Shape To improve sediment trapping efficiency of the basin, the effective flow length must be twice ,. the effective flow width . This basin shape may be attained by properly selecting the site of the basin , by excavation , or by the use of baffles . See Appendix 1 .26A for design details. 67 C.Y,j AC: CRY STORAGE i UOE�TE-',RING 87 C .Y./ 4C _ . ytEi " =RAGEPlimp �s.': '�Pee :e - .a-x�i•e: .rte. s c.... - - - - - —s�saa�rir- c��Rbor-�orrvr- - - - -- - _— - - --- -- - - - - _ - ---- ----- - -- - - _.. .. ( " WETSTORAGE REOLCEa . TO 34 C-Y./ ACP.E} f - 4-81 Florida Erosion and Sediment Control Inspector`s Manual Plate 4 .26a Sediment Basin Storage Volumes Source: Virginia DSWC Embankment Cross-Section The embankment must have a minimum top width of 8 feet (2.5 m): The side slopes must be 2: 1 orflatter. The embankment may have a maximum height of 10 feet (3 m) if the side slopes are 2: 1 . If the side slopes are 2.5 : 1 or flatter, the embankment may have a maximum height of 15 feet (4 .5 m) . Soillwa____y Desican The outlets for the basin may consist of a combination of principal and emergency spillways or a principal spillway alone . In either case, the outlet(s) must pass the peak runoff expected from the drainagearea for a 10 year storm without damage to the embankment of the basin . Runoff computations shall be based upon the soil cover conditions which are expected to prevail during the life of the basin . Refer to Chapter 3 of this manual for calculation of the peak rate of runoff. The spillways designed by the procedures contained in this BMP will notnecessadly result in any reduction in the peak rate of runoff. If a reduction in peak runoff is needed , the appropriate �. hydrographs should, be generated to choose the basin and outlet sizes.. To increase the efficiency of the basin , the spillway(s) must be designed to maintain a permanent pool of water between storm events. r Principal Spillway The principal spillway shall consist of a solid (non-perforated) , vertical pipe or box of corrugated metal or reinforced concrete joined by a watertight connection to a horizontal pipe (barrel) extending through the embankment and outletting beyond the downstream toe of the fill. If the principal spillway is used in conjunction with an emergency spillway, the principal spillway shall have a minimum capacityof 02 cfs per acre (0 .015"m3 /sec. per ha) of drainage area when the water surface is at the crest of the emergency spillway. If no emergency spillway is used , the principal spillway must be designed to pass the entire peak flow expected from a 10-year storm . See Appendix 1 .26A of The Florida Development Manual for design details. Desian Elevations Ifthe-pdricipalspillwayas..used -together_with_an_emergency-spillway�thesaestof-the.prinelpal_ ._ ._ spillway shall be a minimum of one foot (30 cm) below the crest of the emergency spillway. If no emergency spillway is used , the crest of the principal spillway shall be a minimum of 3 feet (90 cm ) belowthe top of the embankment. (See Plate 4:26b ,) In either case , a minimum freeboard of one foot (30 cm) shall be provided between the design high water and the top of the embankment:. 482 ■ r Chapter 4 - Best Management Practices for Erosion and Sediment Control This page left intentionally blank r r r r r r s V 1 f 4-125 Florida Erosion and Sediment Control Inspector's Manual REFERENCES Florida Department of Environmental Regulation ; 1988 , The Florida Development ManuaP A Guide to Sound Land and Water Management (Chapter 6). Tallahassee, FL , 4-126 Chaoter 4 'Best Management Practices for Erosion and Sediment Control CRCST OF EMERGENCY SPILLWAY + DESIGN HIGH WATER (25—Yt , STORM ELEY,) Mlh• 1R' ❑5' + - MZL t _0' ------ ----- ii RISER CREST - ."F.'.^. .'." . . 67 C_Y./ AC. Dn1YATE11<NG ' DRY STORAGE • COACE 6i C.Y./ AC 'a ..is i{{ _ ' WL7 " STDRAG= — '• 'v_ . . ::i^ i •u#.. aw (EOINT � MRALNT E RED GED + TO 34 C.Y. j ACRE} - Design Slawations with Emergency SpI111Vey DESIGN IAGH WATER + (25-YR. STOP1d ELE'i.) MiK 2.0 µ1N 5.0' X. MIN. 1 .0 ' ". DRY R STORAGE - : . . . . . . : . . . . . . . R1SER :7��F ... ...._.. .. .... .... . 1.v.. ..... r:: 67 C .Y. AC. . .. ...._. .... .%-.. .._.... 5IQRAiGE. ........... •• _ DEVICE - :It9—ie SE7 mF.tr OLEANDLT POINT - - Design Elevations withaut•Ernergency SpUlway (Ricer Passes 25 Year Evora) + r Plate 4.2eb Sediment Basin Schematic Elevations Source: Virginia DSWC 4-83 Florida Erosion and Sediment Control Inspector's Manual Anti-vortex device and trash rack An anti-vortex device and trash rack shall be attached to the top of the principal spillway to improve the flow of water into the spillway and prevent floating debris from being carried out of the basin. The anti-vortex device shall be of the concentric type . (See Plate 4 . 26c). See Appendix126A of The Florida Development Manual for design procedures for the anti-vortex device and trash rack. Dewaterino _ Shall be done in a way that removes the relatively clean water without removing any of the . sediment that has settled out and without removing any appreciable quantities of floating ., debris . As a minimum, provisions shall be made to dewater the basin down to the sediment cieanout elevation. This can be accomplished by providing a hole at the maximum sediment retention elevation (See Plate 4.26b). The dewatering hole shall be no larger than 4 inches .� (10 cm) in diameter. Other means of automatic dewatering are detailed in Appendix 1 .26A of The Florida Development Manual . It is also advantageous (but not required) to provide for dewatering of trapped sediment before clean out. Basin underdrains are generally installed forthis purpose . Appendix 1 .26A contains details for the design of an underdrain system. Base The base of the principal spillway must be firmly anchored . to prevent its floating. If the riser of the spillway is greater than 10 feet (3 m) in height, computations must be made to determine the anchoring requirements. As a minimum, a factor of safety of 1 .25 shall be used (downward forces = 1 .25 x upward forces). For risers 10 feet (3 m) or less in height, the anchoring maybe done in one of the two following r ways: 1 . A concrete base 18 inches (45cm) thick and twice the width of riser diameter shall be used and the riser embedded 6 inches ( 15 cm) into the concrete . (See Plate 4.26d and Appendix 1 .26A of The Florida Development Manual for design details) . 2 , A square steel plate, a minimum of 114 inch (6.5 mm) thick and having a width equal to -twice the diameter of the riser, shall be weldedto the base of the riser. The plate shall then be covered with 2. 5 feet (76 cm) of stone, gravel, or compacted soil to prevent floatation . (See Plate 4 .26d and Appendix 1 .26A for design details) . Barrel • The barrel of the principal spillway, which extends through the embankment, shall be designed to carry the flow provided by the riser of the principal spillway with the water level at the crest -- -- - - - — of -the- emergency--spillway.---Therconnection-between. -the-riser-- and -the...barrel -+must- be--- -- ---- -� watertight. The outlet of the barrel must be protected to prevent erosion or scour of downstream areas. See Appendix 1 .26A for design details. 4-84 PRESS'JRF RELIEF N .P HtllfS 7/2'. DIA- A n ! •�� - W > A i A U - 'TOP STIFFENER (If REQUIRED) y ISw X.�-X — ANGLE WELDED ID TOP AND URIEHTED PER— O PENDICULJtR TO CdRRUGATIDNs- LL�� / c' I m TOP ISE.-- GAGE CORRUGATED METAL OR 11d' STEEL PLATE. PRESSURE RELIEF HOLES MAY m j BE 'ogWTTED. IF ENOS OF 'u a I . CORRUGATIONS ARE LLFI FULLY p� I OPEN WHLN THE TOP 15 CD t1 ! PlanVlew ATTACHED" n CD i 0 -ti .. _ . µ ED CYLINDER IS —"_GAGE CORRUGATED - TmGIrN to - METAL PIPE OR FABRICATED FROM FTI 0 XL AROU10En., _ - � H STEEL PLATE. o I — NOTES: ! - o Ff Mw, I . THE CYLINDER MUST BE Tn _ - FIRMLY FASTENED TO THE CD CL =. TOP OF THE RISER. W SUPPWiT BAR SIZE 2. SUPPORT BARS ARE WELDED rt (#c REWOM MN-) Td THE TOP OF THE RISER o 7 ACER BhR y = :; ' OR ATTACHED BY STRAYS IT�'PI-y i^ BOLTED Id TOP OF RISER. '•" "ass-n,- �s�''sF? ... RISER WMIFIER i Ismnatcic i 8cciian A-R I I Florida Erosion and Sediment Control Inspector's Manual r i i 7 r ji3d l E S i TYPICAL CONCRETE 3ASE TYPICAL STEEL BASE r Plate 4.26d Riser Pipe Conditions r Source: Virginia DSWC r • r � . SITUFATEO ZDME . r CONNIXTION5 BETWEEN': t _ . THE iwn -sEEP AND TIE WREL MUST Bit r WAX=-n?1GHT . ._:. . ..._ _ IN i Plate 4.26e Location of Anti-seep Collars Source: Virginia DSWC r 4'86 / Chapter 4 - Best Manaqement Practices for Erosion and Sediment Control / / / / COATROL SECTION r 561FsiaEN o7SPILLLWAY . BE CONSTRUCTED . DrER RLL ..-..: ..? wAERLAL _ do - W I-gYWIL]Pr QY�L� ' _— V / / Plate 4.26f Emergency Spillway + Source: Virginia DSWC 4-87 Florida Erosion and Sediment Control Inspector's Manual Anti-seep collars Anti-seep collars shall be used on the barrel of the principal spillway within the normal saturation zone of the embankment to increase the seepage length by at least 10% , if either ., of the following two conditions is met: 1 . The settled height of the embankment exceeds 10 feet (3 m) . 2 . The embankment has a low silt-clay content (Unified Soil Classes SM or GM) and the barrel is greater than 10 inches (25 cm) in diameter. - The anti-seep collars shall be installed within the saturated zone. The maximum spacing between collars shall be 14 times the projection of the collar above the . barrel. Collars shall not be closer than 2 feet (60 cm) to a pipejoint. Collars should be placed sufficiently far apart to allow space for hauling and compacting equipment. Connections between the collars and the barrel shall bewatertight. See Plate 4.26e and Appendix 1 .26Afor design procedure and details. Emergency SoillwaY The emergency spillway shall consist of an open channel constructed nextto the embankment over undisturbed material or properly compacted fill : The spillway shall have a control section at least 20 feet (6 m) in length . The control section is a level portion of the spillway channel at the highest elevation in the channel. ;(See Appendix 1=.26A and Plate 4.26f). The primary spillway and the emergency spillway shall both discharge to stabilized outlets . (See Plate 4.26g ) . Ca aci The emergency spillway shall be designed to cant' the peak rate of runoff expected from a 10-year storm , less any reduction due to the flow through the principal spillway. See Appendix 1 .26A for design details. Desian elevations The design high water through the emergency spillway shall beatleastonefoot (30cm) below .. the top ofthe embankment. The crest of the emergency spillway channel shall be at least one foot (30 cm) above the crest of the principal spillway . Location - --- -- - -Theemergencc-yspillway-channel-shall be-located to-avoid flImaterial If-constructed on.fill, .the --- - -- ---- -� fill will be properly compacted in lifts. The channel shall be located so as to avoid sharp turns or bends. The channel shall return the flow of water to a defined channel downstream from the embankment. 4-88 Chapter 4 - Best Managerhent Practices for Erosion and Sediment Control 5?ILLY{hY zs1E°LKAY Y Q r "OP of E1•,BANK}-1=N" R19;.eK Arm ar f3A5iN TRASH RACK ' SsaeluZ� .. PLAN' .. 1RA5K RAOK MrN7 f eT.Aa•_IZW GLhNdI.`I' -cMERADWr 51w,.LLWA.y A { ; VSSETAT1ON' MAR< — � ' I rT 1Z 4A rRrZ5OJ%RP I FT MIN IY 2 FT . ! ' .`6lNE'A' fyLL FI.Aa!zo IN r � :—< • .iNb, AGTF�r 5TA31LI.e. I FF HIM �- AwnwaEaF GOLLAFE VRANA6E .IOLL-5 ANTI -FLOTATION of 2 SEOTFON I . TI-M TV!St'DIRAR'r Ih", iT Se 5114, D5547NEII 5Y A 06 AL :FE7 F?=5510HAL., 15 FELT ME:3 ',`O4 79- JRBED ATMAS GREA7W TKM4 B AC Z5 W THIN A ?RAINAGE AFMA LESS TeAN 100 AGED. Tim .S+IN'EhT t3.A51N W:ti 5� R=MarD }11Ttro-. r Plate 4.26g Sediment Basin Source: Erosion Draw 4-89 Florida Erosion and Sediment:Control Inspector's Manual = Maximum velocities .. The maximum allowable velocity in the emergency spillway channelwili depend upon the type of lining used . For vegetated linings, allowable velocities are listed in Table 5 .35a (STORMWATER CONVEYANCE CHANNEL - Section 5, 35 - ES BMP 1 .35). For non-erodible linings, such as concrete or asphalt paving and riprap , design velocities may be increased . However, the emergency spillway channel shall return the flow to the natural .. channel at a non-eroding velocity. See Appendix 1 ,26A for design details. Stabilization of the Embankment and Basin The embankment of the sediment basin shall be temporarily seeded within 15 days after its completion as per TEMPORARY SEEDING - Section 6.65 (ES BMP 1 .65). If excavation is required in the basin , side slopes should not be steeper than 2: 1 . _ Cleanout Sediment shall be removed from the basin when the capacity is reduced to 55 cubic yards per acre (104 rr131ha) of drainage area. This elevation should be clearly marked , preferably on the riser. Plans for the sediment basin shall state the methods for disposing of sediment removed from the basin. Possible altematives are the use of the material in fill areas on-site or. removal to an approved off-site dump . Final removal ., Sediment basin plans shall show the final disposition of the sediment basin after the upstream drainage area is stabilized. The plans shall specify methods for the removal of excess water = lying overthe sediment, stabilization of the basin site, and.the disposal of any excess material. Sediment shall not be flushed into the stream or drainageway. _ Safety Sediment bsins are attractive to children and can be very dangerous. Therefore, they should be fencedo I r otherwise made inaccessible to per or animals unless this is deemed unnecessary due to the remoteness of the site or other circumstances. Strategically placed signs around the impoundment reading "DANGER-QUICKSAND" should also be installed . In any case, local ordinances and regulations regarding health and safety must be adhered to . _ Construction Specifications ----- --- - -----Site-Preoaration- ------ -- ---- - --- --------- - ---- --------- - - --- ----- -- - -- -- -. _._-..� Areas under the embankment and any structural works shall be cleared , grubbed , and stripped of topsoil to remove trees , vegetation, roots, or other objectionable material . In order to facilitate cleanout and restoration , the pool area (measured at the top of the principal spillway) will be cleared of all brush and trees . 4-90 Chapter - Best Management Practices for Erosion and Sediment Control a 0 /2 NO SCALE INFLOW RISER . tiw J .w r lS/2 L = 7CMAL DISTANCE FROM s NORR{AL F T14E POINT OF INFLOW AROUND 1"E 9AFFLC TO Ire PISZ�F � NDWGL POOL A/2 - L - RISER ww w. NORMAL POOL RSM - - KFLDW �w R � LLI + LZ RNtt,ow SHEE:S OF 41 x a' x t/7 EXTERIOR Ir PLYY(ODO OR EQUIVALENT s RISER CREST . EJ'EVAATION {P I I POSTS MIN. SIZE 4' SQUARE ' i F OR S ROUND, SET JC LEAST 3' INTO THE CROUND. �a i i Plate 4.26h Example Plan Views of Baffle Locations in Sediment Basins Source: NRCS 4-91 Florida Erosion and Sediment Control Inspector's Manual Cutoff Trench For earth fill embankments, a cutofftrench shall be excavated along the centerline of the dam . The minimum depth shall be 2 feet (60 cm) . The cutoff trench shall extend up both abutments to the riser crest elevation. The minimum bottom width shall be 4 feet (1 .2 m) , but wide enoughto allow operation of compaction equipment. The side slopes shall be no steeperthan 1 : 1 . Compaction requirements shall be the same as those for the embankment. The trench shall be drained during the backfilling-compacting operations. Embankment The fill material shall be taken from approved borrow areas . It shall be dean mineral soil, free of roots , woody vegetation , oversized stones, rocks , or other objectionable material . Areas .� on which fill is to be placed shall be scarified prior to placement of fill . The fill material should contain sufficient moisture so that it can be formed by hand into a ball without crumbling . If water can be squeezed out of the ball, it is too wetfor proper compaction . Fill material will be .. placed in 6 to 8 inch (15 to 20 cm) continuous layers over the entire length of the fill. Compaction shall be obtained by routing the hauling equipment over the fill so that the entire surface of the fill is traversed by atieast one wheel or tread track of the equipment, or by using .. a compactor. The embankment shall be constructed to an elevation 10% higher than the design height to allow for settlement if compaction is obtained with hauling equipment. If compactors are used for compaction , the overbuild may be reduced to not less than 5% . Principal Spillway The riser of the principal spillway shall be securely attached to the barrel by a watertight connection . The barrel and riser shall be placed on a firm compacted soil foundation. The base of the riser shall be firmly anchored according to design criteria to prevent its floating . Pervious material such as sand, gravel or crushed stone shall not be used as backfill around the barrel or anti-seep collars. Fill material shall be placed around the pipe in 4 inch (10 cm) • layers and compacted by hand at least to the same density as the embankment. A minimum of two feet (60 cm) of fill shall be hand-compacted over the barrel before crossing it with construction equipment. Emergency Spillway The emergencyspiliwayshould not beconstructed overfill material. Design elevations, widths, entrance and exit channel slopes are critical to the successful operation of the spillway and should be adhered to closely during construction. .. Vegetative Stabilization The embankment and emergency spillway of the sediment basin shall be stabilized with temporary vegetation within 15 days of completion of the basin as per TEMPORARY SEEDING - Section 6 .65 (ES BMP 1 .65). 4-92 • Chapter - Best Management Practices for Erosion and Sediment Control r EMERGENCY QPTLLWAY CREST bE51GN HIGH WATER { h r--'I ANTI—SEEP WT r—voRM COLLARS DZVCE H RISER BARREL " i - •• ap CONOREIr BASE r L H = HEAD ON PIPE THROUGH EMBANKMENT h = HEAD OVER R=R CREST L = LENGTH OF PIPE THROUGH EMBANKMENT � = DIAMETER OF PIPE THROUGH EMBANKMENT 6r = DIAMETER OF RISER a, Plate 4.26i Principal Spillway Design Source: Virginia DSWC 4-93 Florida Erosion and Sediment Control Inspector's Manual Erosion and Sediment Control ., The construction of the sediment basin shall be carried out in a manner such that erosion and water pollution are minimized downstream . �. Final Disposal When temporarvstructures have served their intended purpose and the contributing drainage area has been properly stabilized , the embankment and resulting sediment deposits are to be leveled or otherwise disposed of according to the approved pollution control plan . Maintenance The embankment of the basin should be checked regularly to ensure that it is structurally sound and has not been damaged by erosion or construction equipment. The emergency spillway should be checked regularly to ensure that its lining is well established and s erosion-resistant. The basin should be checked after each runoff-producing rainfall for sediment cleanout. When the sediment reaches the cleanout level mark, it shall be removed ` and properly disposed of. Information to be Submitted for Approval Sediment Basin. designs and construction plans submitted for review to the appropriate regulatory agency shall include: 1 . Specific location of the dam. 2 . Plan view of dam, storage basin and emergency spillway. 3 . Cross-sections and profiles of dam , principal spillway and emergency spillway. 4 . Details of pipe connections, riser to pipe connection , riser base, anti-seep collars, trash rack, and anti-vortex device, 5 . Runoff calculations for 10-year frequency storm . 6 . Storage Computations a . Total required b . Total available - - --- -- ----- -- — _ . __.._ -- - ----- - --- - . .... - ... .. . .. ._.. _. C. Level of sediment at which cleanout shall be required ; to be stated as a . distance from the riser crest to the sediment surface. _ 7 . Calculations showing design of pipe and emergency spillway. 4-94 ■ Chapter 4 - Best Management Practices for Erosion and Sediment Control LEVEL f'ORMF OR= MD WhT.ROL SECTION � 1 FLOW c s APPROA N Ci-1MtT1EL BERW EYR' SECTOR � t NaM' NEM-Ot THE LOCATION NORAUGNMENT OF THE • CONTROL MOTION HAS TO CDINCIDE PATH 7NE CF3MLOIE OF THE DAM. s g Plan View do WMER - SURWEk— LENrrri Of EXT (11"NEEL i �- 5T',tt (H P) SWTION INS 2V Bra SXtOR LEVEL OR OREATEH AP3rRQACN CHANNEL 5 t1 - a I y Crass-Section at Control Section w Plate 4.26j Excavated Earth Spillway Source: NRCS W! �' 4-95 Florida Erosion and Sediment Control Inspector's Manual r r t0' OR LESS r 0 r r r 20 CD1+lCRETE r' r Concrete Base for Embankment 10' or Less in Height r r _ 10' 0R LESS d r r =3D' r 2D Ile STEEL PUTE Steel Bass for Embankment 10or as 1n He �ghE— ----- - ---- r Plate 4.26k Riser Pipe Base Conditions for Embankments Less than 10 Feet High Source: Virginia DSWC r - < . 496 i Chapter 4 - Best Management Practices for Erosion and Sediment Control i WL79L WUM WrH CARM:AE"S varrvil axwc TO e: Or Yui[ dwc As a¢ r.a r W"= rig USED r CIDn1u0OS W&D�7 1 r7 % S SWTIEL ITSFG FOR 1: x64 gNJED3t BOUS.. i 4-S BOD RANO IR:Uf e01H 9100 000811= wD �. cEO?ION 13 _gCMD W ' ELEVATION OF UNASSEMBLED COLLAR 3: UNASSFi18LED OOLLAW SHALL BC MARKED BY NOT CS FOR COt1AR5: PARRRMt OR TAC 9070 IDENTIFY MATM4M i PAIRS. I . ALL MATERIALS TO BE IN ACCORDANCE wMi - .r. THE LAP OrrWEEN THE TWO HALF SECTIONS CON87RUADON - AND .CONSTRUCTION MATERIAL - - AND BETWEEN THE RPE AHO CGIWEC7IHO BAND SPECiFICATiONS. SHAD. BE CAULKED MM ASPHALT WSTIC 47 2. WHEN SPECIFIED ON INC XAMS. COATING Or TIME OF WSTALLATIOM. COLLARS SHALL RE IN ACCCRTDAIICE VM M. EACH Cw.I R SHALL BE FURNISHED WITH TWO '■ WMSTBUCFION AHD rowRUCTiON MATERIAL 11Z DIBMETPR RODS WITH STANDARD TAM SPECIFICAMRIL - LUGS FOR =HM=Itr COLLARS.:TO PIPE, DETM Corrugated Metal SIZE AND SPACINO . OF -SLOTTED %%U I7 r Mpg AT X I 11V AN= TO LOWA OR VEIN A 96 OPENINGS SHALL BE THE SANTE AS SHOWN FOR CN COLLAR , I I/v NOTE L FOR BAWDS AND CDLLARCh i USE ADDS AND IatGS TO CLAMPMWIFICAITORS OF THE DETULS SHOWW. MAT BE USED PROVIDINO BANS}5 SECURELY TO PIPE. . t Thy EOLIA WATERTIGHTNESS IS t2bDORRAAM= ARESUB AHD APPROVED TTY ME CNGIHEER PRIOR 4 TO OELIVENY. SUED OF H°"NL PIPE ISOMETRIC VIEW 1 S $CM C9LLNI pMIL W W TO LII WIRliuIRRS % tIFXR AT&A AIN RCO 06 Neuro TMl91 A Lt11RIxU6Y5 *= HGTE: FOR DETAILS OF rABRICATFON DIWOISTONS, MIN"JU M&M , SLOTTED HALES, AND - NOTES, SEE DETAB. &DOVE. 9EF.L OIAR 1a IM =a D['m = o NOM, TWO OTHER TIPES OF ANTI-SEEP COLLARS ARE: +r1rx rrt Sopa ■ 1 , =P.RIIGATM METAL SIMILAR 70 UPPER, EXCEPT SHOP WEL.UED - TO A SHORT (AFT.} SECTION OF THE RIPE ANO CENMECTED Wf[H CONNECTING BANDS TO THE PIPE ?ARTIAL EL M AT{UN 2, CDESRCTE, NDC RJCI1£S T=X MRIuED AROUND THE PINE Pat Aa www W rH Ji3 RE BAR SPACER, 15 HORISOHTALLY JkM VERnCALY. ■ D€TAIL_ Helical Pias r r Plate 4.261. Anti-seep Collar Details — Source: NRCS 4-97 Florida Erosion and Sediment Control. Inspector's Manual ,r FFWE� T PDLISNYt.FN£ CAF 5 D"QTH VARMS AS TACK WELD -- REoVAED ff r PERFDRk:rm POLYETHYLENE ` Irma ORY DRAINAGE TUBING, DIAAIELER STORAGE VARIES (SEE CALCULATLOKS ;N WET FERNCO-STjU ' 000iUNG TrDR4E. DEWATERING ORIFICE coRRucATFA uETAi gtSEtE - SCHEDULE 43. . DWMErER VARIES (SEE NUM, (SEECRLCULATIONS IN APPENW, Plate 4.26m Perforated Pipe Sediment Basin Dewatering Device Source: Virginia DSWC. _aa:, v�surY Se, also Wd:ad or Palm PM.rt4 Ple,[d FuyA :an _ . . -N a1Fr. I - IE 5'4rit Perl�wloPs fM.ra � I 1 GJ[®t . fli 4L�� pO Bcedhl�. � M1 `YIh18 Fcnr Fads ' tnuy y ' .� —n Ovar Papa coal $=tivn Vain cb + atl^P pipai^ lranch - - - : _ntuaWrnti . 1 to I . .Gyre, i PIBnVIM r�► i roan _ . . . ... _ .. . - 1 - vx .Ninhmm lwaae — Plate 4,26n Dewatering a Sediment Basin with Subsurface Drain Source: NRCS 4-98 r Chapter 4 - Best Management Practices for Erosion and Sediment Control This page left intentionally blank r r r r r s r r r ■ ■ ■ ■ ■ 4-99 Florida Erosion and Sediment Control Inspector's Manual 4 . 30 TEMPORARY SLOPE DRAIN ( ES BMP 1 . 30) Definition A flexible tubing or conduit extending from the top to the bottom of a cut or fill slope. Purpose To temporarily convey concentrated stormwater runoff safely down the face of a cut orfill slope without causing erosion problems on or below the slope. Conditions Where Practice Applies On cut or fill slopes before permanent stormwater drainage structures are installed . ,a Planning Considerations There is often a significant lag between the time a cut or fill slope is completed and the time ■, a permanent drainage system can be installed . During this period , the slope is usually not stabilized and is particularly vulnerable to erosion . This situation also occurs on slope construction which is temporarily delayed before final grade is reached . Temporary slope drains can provide valuable protection of exposed slopes until permanent drainage structures can be installed . Eti't'mn Dike Cprr�geied Mernl /�~ ( Car«-.accee! 2z Mion Colmar' h,A 4$�:rpr➢07 Sats ■ . '' 24 : 3 •� . C. +{ �I�.� U=TI` ■Prctrttio+ X Stanoart flared- i c Enc section ISI! 1.111.'1__=i!1= s�t5an ■ 3rther. Cake , D+•.° 'Da�ral M aE�— I'd — ' III IIIA I II • Se:tion A-A Plate 4.30a Temporary Slope Drain Source: Virginia SWCC a a 4-100 , Chapter 4 - Best Management Practices for Erosion and Sediment Control pI R5:c7M vxz r � Y � a 0 STANDARD i+lEPAL Et D � � secrlak Q= i A 67 A154. 4r OUTLET PL`r IG PIP= DR (� Ct '�,y 0e� w4K, WAIN FILTER 9 dip r ISLA OVER 1 - IR.zr 1 PLAN VIEW DkV�SIAN '■ ISLAND 7:iCE CyOR INLET - - 5Tkh1' mAAA ��M51ON \ COLLAR STA�ILI� • WTLET 6 J r SECTION ■ Plate 4.30b Slope Drain ■ Source: Erosion Draw ■ 4'-101 Florida Erosion and Sediment Control Inspector's Manual r When used in conjunction with diversion dikes, temporary slope drains can be used to convey stormwater from the entire drainage area above a slope to the base of the slope without erosion . It is very important that these temporary structures be installed properly since their failure will often result in severe gully erosion . The entrance section must be securely entrenched , all connections must be watertight, and the conduit must be staked securely. Design Criteria ` Drainaae Area The maximum allowable drainage area per drain is 5 acres (2 ha) . Flexible Conduit 1 . The slope drain shall consist of heavy duty flexible material designed for this r purpose . The diameter of the slope drain shall be equal over its entire length . Reinforced hold-down grommets shall be spaced at 10 foot (3 m) maximum intevals. 2. Slope drains shall be sized according to the following table: ` Table 4.30a SIZE OF SLOPE DRAIN Maximum Drainage Area (Acres) Pipe Diameter (in.) 0.5 12 1 .5 18 2.5 21 ■ 3.5 24 5.0 30 Overside drain For small flows and/or short slopes, an open top chute .may_be used in place of a pipe. (See ■ Plate 4.30c). Entrance Sections The entrance to the slope drain shall consist of a Standard FDOT "Flared End-Section for Metal Pipe Culverts.„ Extension collars shall consist of 12 inch (30 cm) long corrugated metal pipe. Watertight fittings shall be provided . (See Plates 4.30d & 4.30e) . ■ ■ 4-102 , r Chapter 4 - Best Management Practices for Erosion and Sediment Control r WAX ff Il.. r O I d, 6 OF5 4 Tc+r Gi-'via i S 7APL�U l�I.�' ns�lotze �;.e�' f-156F#AR&Z To. 0 I PLAN VIEW - - i f _.L 6T MIN. ' ~_ 3 r O0ETITop G41ITE A ,*f S AT 10'-O" HM4 HN_ C.P 58° DIVMT ■ f � c SECTION ■ ■ Plate 4.30c Overside Drain ■ Source: Erosion Draw 4103 Florida Erosion and Sediment Control Inspector's Manual �. Dike Desionr 1 , Anearthen dikeshall be used to direct stormwater runoff into the temporary slope drain and shall be constructed according to the practice entitled DIVERSION - Section 5 . 18 (ES BMP 1 . 18) . (See Plate 4.30a) ., 2 . The height of the dike at the centerline of the inlet shall be equal to the diameter of the pipe (D) plus 6 inches (15 cm) . Where the dike height is greater than 18 inches (45 cm) at the inlet, it shall be sloped at the rate of 3 : 1 or flatter to connect with the remainder of the dike. (See Plate 4.30a) • Outlet Protection The outlet of the slope drain shall be protected from erosion according to the practice entitled OUTLET PROTECTION - Section 5.36 (ES BMP 1 .36) . (See Plate 4. 30b) . Construction Specifications 1 . The measure shall be placed on undisturbed soil or well-compacted fill . 2 . The entrance section shall slope toward the slope drain at the minimum rate of 1 (2 inch per foot (4 cm/m) . 3 . The soil around and underthe entrance section shall be hand-tamped in 8 inch (20 cm) lifts to the top of the dike to prevent piping failure around the inlet. 4 . The slope drain shall be securely staked to the slope at the grommets provided . - 5 , The slope drain sections shall be securely fastened together and have watertight fittings . ■ Maintenance The slope drain structure shall be inspected weekly and after every storm, and shall have repairs made if necessary. The contractor should avoid the placement of any material on and prevent construction traffic across the slope drain. ti . ., ■ �w .f 1 -t yam..-n r Plate 4.30d Flared End Section Schematic Source: VDH &T Road Desions and Standards 4-104 _ Chanter4 - Best Management Practices for Erosion and Sediment Control ' Alternate CanneCtion —Am­� _ i l ibt :�ote• .nere ntedM , to hs puncl7■d w mott77 hole" in s11ir1 110, 3E8." 9ON bort" to be lurrAsrrd t engtx of toe Prate 't Vrr I0 ' tov G2' 0 30' dio- pipe and Yr + Z2" for 36' 10 SO' ata- PIPS• Net Sk+rt Settlor, lot 12' to 30" oa plat to be muds In bne once - Skirl Secrontor 36' td 54' dm ClipsMOVbe mods irarn Iwo 0"t" forced by neat " mq m boomq on cealer itne, 60 " MY be GotlsrrIA04a 11% 5 P+ecas. _ Canneetor Section , Cotner Ptatt trrid doe Plus" 10 be Uw" "0101 ' !h" rbMas skirt. E++d • seetloets olid tinrngs ore 10 br titolroOLxsd ti.e{ or omm.m+m dlay for usa with like PIPL Me �' L1 ,1PfXa:. zSrt - 1 $lode 1 1 •1 , i _ � I _ .I f I Typical Grass -5ect0n L I slic,i:7 DIMEmit - Toe 7 ? i P E Ti4tC7i- a B M j D1a I NESS • ? M s +' plate I dv ' " 6' S' .DS-0" 7" I ' I " i 1 3 I ! ! '04'1 1. .. 13' I 8'I. 41 ' l. ' 4g"' 24" 1 . . 30" .099" 12 " 1 16" 1 . s' I 5 IN - " 241, ago I . .074°' 14, 14 . ! " e i , ? " I % j 42 1L'4 ' I8 : 2 ' H o9 - I 64- _ _ 36' 01 - f{S• F09' . IE' ; ZF ! : 2r ! ? B" 80" .. 24' 3a' IC9' F IB" 30" 12' aa' I ID3" sem„ OCJ D� to L E� Z s'{ I IZ' L 67— 1 114 ' r FLARD ENG- $Lr4ION ■ ( Continued ) ■ Plate 4.30e Flared End Section Specifications Source: VDH &T Road Designs and Standards ■ 4-105 Florida Erosion and Sediment . Control Inspector's Manual . 4 . 38 TEMPORARY CHECK DAMS Definition Small temporary dams constructed across a swale or stormwater conveyance channel . Purpose ` To reducethevelocity of concentrated stormwaterflows, thereby reducing erosion of the swale or ditch. This . practice also traps small amounts of sediment generated in the ditch itself. ■ These sediments will require periodic removal . However, this is not a sediment trapping practice and should not be used as such . Conditions Where Practice Applies This practice is limited to use in small open channels which drain 10 acres (4 ha) or less. It should not be used in a live stream . This practice is especially applicable to sloping sites where the gradient of waterways is close to the maximum for a grass lining . Some specific applications include: 1 . Temporary ditches or swales which , because of their short length of service, cannot receive a non-erodible lining but still need some protection to reduce erosion . 2 . Permanent ditches or swales which for some reason cannotreceive a permanent non- erodible lining for an extended period of.time. 3 . Either temporary or permanent ditches or swales which need protection during the ■ establishment of grass linings. Planning Considerations ■ Temporary check dams can be constructed of filter fence or straw bales for very short term applications; or either stone or logs for longer or permanent applications . Filter fence and ■ straw bale check dams are economical to purchase and simple to install . Log check dams are economical as for material costs, since logs can usually be salvaged from clearing operations. However, log check dams require more time and hand labor to install . Stone for check dams , on the other hand , must generally be purchased . However, this cost is offset somewhat by the ease of installation . Specifications • No formal design is required for a check dam; however, the following criteria should be adhered to when specifying check dams. . 4106 Chaoter 4 - Best Management Practices for Erosion and Sediment Control AMI LL m a m m 3L IL a ,. PLAN VIEW ¢w Tri a• LObs r. 'r VIEW LOOKING UPSTREAM 'L' a INE D15TAwrG!! SUCH TrWT ("DINTS IN ANp w - ARE OP SWAL ELGYA-nm r PDINT 'h' Polk_ B' r r SPACING BETWEEN C14ECK DAMS KEY TtLt =HDS PP -Ff� !.+-ISCK ?A!"' IW4 0 'rFE 4r4mANN?� RANK ■ - L0c-5 SH.iiL HE YR.555fR,f - Ti26A7=P II'' ORAp` STABLIZAncH STRUGT,h;M S IN:'E7 z7 To SE. ' PEiEMIA'I��NT: ■ Plate 4.38a Log Check Dam ■ Source: Erosion Draw 4-107 Florida Erosion and Sediment Control inspector's Manual .. The drainage area of the ditch or Swale being protected should not exceed 10 acres (4 ha) . The maximum height of the check dam should be 2 feet (60 cm) . The center of the check dam must be at least 6 inches (15 cm) lower than the outer edges . (See Plate 4.38a) The cross-sections of the dams should be as shown in Plates 4.38a through 4 .38d , respectively, for logs, stone, straw bales , and filterfence . The maximum spacing between the dams should be such that the toe of the upstream damis at the same elevation as the top of the downstream dam. (See Plate 4 .38c) : Loo check dams should be constructed of 4 to 6 inch (10 to 15 cm) logs salvaged from clearing operation site, if possible . The logs should be embedded into the soil at least 18 inches (45 cm) . The 6 inch (15 cm) lower height required at the center can be achieved either by careful placement of the logs or by cutting the logs after they are in place . (See Plate 4. 38a) . . Logs and/or brush should be placed on the downstream side of the dam to prevent .. scour during high flows. Stone check dams should be constructed of FDOT No . 1 Coarse Aggregate (1 .5 to 3 .5 inch stone) (4 to 9 cm). The stone should be placed according to the configuration in Plate 4 .38b . Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or swale and to insure that the center of the dam is lower than the ends. . (See Plates 4.38b & 4 .38e) Straw bale and filter fence check dams shall be installed as per STRAW BALE BARRIER - Section 4 .05 (Channel Flow Applications) (See Plates 4.38c & 4.38f) and .SILT FENCE - Section 4.06 (Channel Flow Applications) (See Plate 4.38d) . Sediment Removal While this practice isnot intended tobe used primarily for sediment trapping , some sediment ' will accumulate behind the checkdams. Sediment should be removed from behind the check dams when it has accumulated to half of the original height of the dam . Removal Check dams must be removed when their useful life has been completed . In temporary ditches and swales, check dams should be removed and the ditch filled in when it is no longer needed. In permanent structures; check dams should be removed when` a permanent lining can be installed . In grass-lined ditches, check dams should be removed when the grass has matured sufficiently to protect the ditch or swale. The area beneath the check dams should be seeded and mulched or sodded (depending upon velocity) immediately after they are removed . If stone check dams are used in grass-lined channels which will be mowed , care should be takento remove all the stone from the dam when the dam is removed . This should include any stone which has washed downstream . Since log check dams are embedded in the soil , their removal will result in more disturbance of the soil than will removal of stone check dams. Consequently, extra care should be taken to restabilize the area when log dams are used in permanent ditches or swales. 4-108 Chapter 4 - Best Manapement Practices for Erosion and Sediment Control A la=,rl 4 A s VIEW LOOKING UPSTREAM � NOTEe . KUWY STORM RTC T-M VITC1H Blkw-n.5 ,I MXTENV Pr EEYOND `TFL A$L7M=QTS A MIYIMJM Or V To PREYEKT ©VE!2 r FLOW } d ' SECTION A - A 'L ' • "IHE VISTAKIM 51.4#1 "HAT . doiN75 . 'A' A�7 S' AI¢` Or EGAJA� NA71oT.: ' - 2 ' _ S POINT 'A' a SPACING BETWEEN CHECK DAMS • Plate 4.38b Rock Check Dam Source: Erosion Draw 4-109 Florida Erosion and Sediment Control Inspector's Manual ENG POIN07S "A. MUST BE j K'V+7 THAN FLOV LIFE PO.N7 a I j Y I5�^. n . rc I . 1LtT.sES �Cr !IER POI'.TS 'A' t V BE HIrrER .LAP SIDE H4� ON FLOW .R"' •� islE BA,n TO PR VET CSS r� i Q WIT i. ac rx ram sass IN o"040. ED T'[ti1LY AWnIAY+ EFOI C4'IR VAI - h : =B All M6 RW 2C nar�y DAU VMi No GPM !t r�v pl,T�BtlATf�IE LorrT>M � I K wee I ?LAS DO&Z RErn S.IEH I aME EME- 'T IS I _ .. FLAM MV41ME0Mi WLU Zwp E � • TWIT Pam 6 = Fppz::C MM1-LT LEYF VRM SFE ".�1 Ei 1JID, _ p,VhTmq ET TrE '.P57fF.P1'Iz { B � � VIDE CHANNELS NRRRO'd l Plate 4.38c Straw Bale Check Dam Source : HydroDynamics, Inc. 4110 E Chapter - Best Manaqement Practices for Erosion and Sediment Control r Maintenance Check dams should be checked for sediment accumulation after each significant rainfall . Sediment should be removed when it reaches one-half of the original height or before. Regular inspections should be made to insure that the center of the dam is lower than the edges . Erosion caused by high flows around the edges of the dam should be corrected immediately. r Slit Flow � a 1-r - Note : 5pocirg for Type zy Fence to be in r accardonee , with c.�ar; 1. Sheet 1 of 3 one d7tch Fnstauotrons at drainage strictures Sheet 2 of 3. r Type LT Silt Fence r r r l; HI Gill Poinu A Should be Maher than Poin: B oreinageway tnstaliation (Front Hievation) I Plate 4.38d Silt Fence Check Dam Source: Installation of Straw and Fabric Filter Barriers for Sediment Control Sherwood and Wyant r 4-111 Florida Erosion and Sediment Control Inspector's Manual ■, o 53 DG:rssz�wi %f.%LJ& SURE Cr ST]UTSE E=rrn IT EM MAMMA VAT WFTH U4R RUK 11,WJ-EM - - 3 U 10M G !2 14 15 2D =5 - ' C� 1MA DEL RGLK SIZ= & F,�w �EPT�S •` wi3IK-. S 04,a mIST BE KE-ER 035 FTtFT CR FLAT i era TNA`! F t7`a L]YE F''-'-_VT AV 0V LS4lE S COl RSE R CK IPc ._'� s PA r 019%�iT9 AA hIIMM0.di DEM IF =PSC as -- F RDIOC SET DJ1 d Rte PLACE? ?d tFiSMJt1 4DFFPrw "TM,TC TRDr-H FLPI LII`1r IS 05 FE1 SIDE VIEW FRCh- 'v'�AA x FLIIV - AAAAAAAA ffFq=V TE-y LeyEL Vnw ff I-E mr.-Em r1RM1 ;E 1J V AA As ■ ■ Plate 4.38e Rock Check Dam Details ` Source: HydroDynamics, Inc. ■ 4-112 Chaoter 4 - Best Management Practices for Erosion and Sediment Control E s ,lir a SPIiLWAY a s r A i � c.HMQML r N ELAN PONT ' ■W I. G III 241 MAX PpON7 'e' Y �. y ,� tt n,� VIEW LOOKING _ PSTREAM — POnotNr F;ri6�Tr L' 'L` : TIS DUGK 15TANOE STRAT POINZ 'o' Ath7 POINT5 'D' APM OF EGIVAL M"�v 74OFl. n POIhT 'O' POIN7 'D` L � , aPnoxAL �• — �- — g ERbY EMBED 5YKAV1 l i BALE 40 Y.' k . INTO SOIL. SECTION A A U SPACING BETWEEN CHECK DAMS Vo7+<S= 3, aLAOe 3AL 2' PMP°°eKPiOULA R TO +M I. `='M$�c`� Sr'i;..�5 4" INTO Tt'- 'aUll. AA1D 'Y�Y' FLOW 141"714 ENFS+ TIGHTL"" ASQrr1 6. ltd SALES li.'7P '"i-1E oAAN ML 3ANK5. 5TRAVi PS A� � TA Pl BAz:,KFI'.L M .TJ FU-L 2. POINT 'A' MI15: Pt ! R&F=R T+iAN POINT 'S'. 70 REVa AMD TAMP 5?wKPi`% ROJK IAL !SP'.LLYW.Y i• ICyFsT7. . - TO PR.NStYT O20SIOF4: OR P`Uri AiiP'JND ■ - 4. SPU.LKi %. , NElbi-i SHALL NU F iLXC-EEV 24" , S. IN5P=C.T AFTER EACH 51BHIflGA','T STOR!`'.,. MATWtNN' rtiW R=."PAIR- ?iZ'3", LY, Plate 4.38f Straw Bale Check Dam Details Source: Erosion Draw ■ ■ 4-113 Florida Erosion and Sediment Control Inspector's Manual 40 4 . 40 DEWATERING ■, Definition Lowering the watertable by means of pumping . Purpose To allow the construction of structural and stormwater improvements by removing water from excavation areas and allowing construction by conventional "dry" methods. Planning Considerations The majorplanning consideration in dewatering is disposal of removedwater. Volume, quality, and topography are .the factors governing the method and destination of removed water. Discharge from well-point dewatering is relatively clear except for the initial discharge after installation or inactivity. Water pumped from a sump hole is thoroughly sediment laden and must always be treated. Turbid water must either be filtered before leaving the site or must be - impounded onsite and allowed to settle, In flat�terraln it is sometimes more economical to impound relatively clean water rather than pipe it long distances to a receiving water body. Specifications The two most common methods of dewatering used in Florida are well-point systems and sump pumps. A well-point system consists of one or more rows of small 2" (5 cm) collector pipes which are jetted vertically into the ground nearthe proposed excavation . The small pipes are connected by a larger 6" ,(15 cm) manifold pipe which is connected to the pump and ■ discharge line. The sump method is simply a hole in the ground with a pump drawing all of the water flowing into the hole. Excess water is conveyed to the sump by open ditches or perforated pipes embedded in sand or gravel. ■ Sumps and Ditches The water table is lowered by ditching and conveying water to a lowered sump hole. Water ■ pumped from a sump hole is usually heavily laden with sediments . Water flowing over disturbed and saturated ground detaches and transports all sizes of soil particles into the sump pit to be sucked up by the pump. Saturated liquid soil (mud) is also drawn into the pump . The discharged water must be treated before release into a "receiving water body or stormwater system. Placing haybales around the pump intake or outlet is not sufficient filtration by itself. Turbid water must either be impounded long enough for effective settling of fines, or filtered • through temporary filter orsediment tank. _ Initially the water may percolate freely into the ground, however this will diminish as the fine particles settle and clog the surface layer of soil . In situations which preclude the use of filtration or settlement facilities, and turbid water is ' discharged directly into a water body, a suitably designed floating turbidity barrier must be used . Note that this method does not remove any sediments, it merely allows for dilution to lower the turbidity level. 4- 114 r Chapter 4 Best Manaqement Practices for Erosion and Sediment Control Horizontal Wells This system also consists of a series of ditches leading to a sump hole or pump . The ditches are filled with sand or gravel surrounding a perforated pipe. A geotextile may also. be used to prevent excessive migration of fines into the system . The discharged water must be treated _ before release as described above . Well-point Systems r The well-point system is the preferred system for dewatering and should be used whenever possible. The initial discharge yields the sediments displaced by the installation of the small r collector pipes . This can be directed into the excavation , a small settling or filtration facility, or larger temporary impoundment. Thereafter the water is generally clear groundwater and may be discharged into a receiving water body provided that there is suitable conveyance. r. Maintenance r 1 . Any water impoundment must be inspected daily to prevent failure of dikes , berms , or control structures. Minor problems should be repaired at once. Major problems will require a redesign and plan modification. 2. Any filtration device must be inspected and cleaned frequently. The discharge should be monitored daily and whenever the pumps are started . Inspection and maintenance of the system are best performed when the facility is dry. The first signs of diminished performance should be an alarm that maintenance is required . f the facility will no longer drain itself, the untreated water must be pumped back to its source, rather than by-passing the facility and discharging to the water body or stormwater system. 3 . Floating turbidity barriers shall be maintained as per FLOATING TURBIDITY ' BARRIER - Section 4 .45 ■ ■ 4-115 Florida Erosion and Sediment Control Inspector's Manual ■, 4 . 45 FLOATING TURBIDITY BARRIER Definition A floating geotextiie material which minimizes sediment transport from a disturbed area adjacent to or within a body of water. Purpose To provide sedimentation protection for a watercourse from up-slope land disturbance where conventional erosion and sediment controls cannot be used , or from dredging or filling within the watercourse. ■ Conditions Where Practice Aoolies Applicable to non-tidal and tidal watercourses where intrusion into the watercourse by construction activities has been permitted and subsequent sediment movement is unavoidable. Planning Considerations Soil loss into a watercourse results in long-term suspension of sediment, in time, the suspended sediment may travel large distances and affect widespread areas. A turbidity curtain is designed to deflect and contain sediment within a limited area and provide enough residence time so that soil particles will fall out of suspension and not travel to other areas. Turbidity curtain types must be selected based on the flow conditions within the water body, whether it be a flowing channel, lake, pond , or a tidal .watercourse. The "specifications contained within this practice pertain to minimal and moderate flow conditions where the velocity of flow may reach 5 feet (1 .5 m) per second (or a current of approximately 3 knots). For situations where there are greater flow velocities or currents, a qualified engineer and product manufacturer should be consulted . Consideration mustalso begiventothe direction of watermovementin channelflow situations. ■ Turbidity curtains are not designed to act as water impoundment dams and cannot be expected to stop the flow of a significant volume of water. They are designed and installed to trap sediment, not to halt the movement of water itself. In most situations, tUJr idltkcurtains should not be instalied across channel flows. In tidal or moving water conditions, provisions must be made to allow the volume of water ■ contained within the curtain to change. Since the bottom of the curtain is weighted. and external anchors are frequently added, the volume of water contained within the curtain will be much ■ greater atHigh-fideverses low tide andmeasures must betaken to preventtPiiS cuitair- tim submerging . In addition to allowing slack in the curtain to rise and fall , water must be allowed to flow through the curtain if the curtain is to remain in roughly the same place and maintain the same shape. Normally, this is achieved by constructing part of the curtain from a heavy woven filter fabric. The fabric allows the water to pass through the curtain, but retains the sediment particles. Consideration should be given to the volume of water that must pass through the 4116 , Chapter 4 - Best Management Practices for Erosion and Sediment Control .. fabric and sediment particle size when specifying fabric permeability. Sediment which has been deflected and settled out by the curtain may be removed if so directed by the on-site inspector or the permitting agency. However, consideration must be givento the probable outcome of the procedure - will it create more of a sediment problem by resuspension of particles and by accidental dumping of the material by the equipment involved? It is , therefore, recommended thatthe soil partidestrapped by a turbidity curtain only be removed if there has been a significant change in the original contours of the effected area in the watercourse. Regardless of the decision made , soil particles should always be allowed to settle for a minimum of 6- 12 hours before their removal by equipment or before removal of a turbidity curtain . It is imperative that the intended function of the other controls in this chapter, to keen sediment out of the watercourse, be the strategy used in every erosion control plan . However, when proximityto the watercourse makes successfully mitigating sediment loss. impossible, the use of the turbidity curtain during land disturbance is essential . Under no circumstances shall permitted land disturbing activities create violations of water quality standards) Design Criteria 1 . Type I configuration (see Plate 4.45a) should be used in protected areas where there is no current and the area is sheltered from wind and waves . 2. Type it configuration (see Plate 4A5a) should be .used in areas where there may be small to moderate current running , (up to '2 knots or 3 .5 feet (1 m) per second) and/or wind and wave action can affect the curtain . 3 . Type III configuration (see Plate 4 .45b) should be used in areas where considerable current (up to 3 knots or 5 feet (1 .5 m) per second) may be present, where tidal action maybe present, and/orwhere the curtain is potentially subjecttowind and wave action. 4. Turbidity curtains should extend the entire depth of the watercourse whenever the watercourse in question is not subject to tidal action and/or significant wind and wave forces. This prevents silt laden water from escaping under the barrier, scouring and resuspending additional sediments. 5 . In tidal and/or wind and wave action situations, the curtain should never be so long a to touch the bottom . A minimum 1 foot (30 cm) "gap" should exist between the weighted lower end of the skirt and the bottom at "mean" low water. Movement of the lower skirt over the bottom due to tidal reverses or wind and wave action on the flotation system may fan and stir sediments already settled out. 6 . Intidal and/orwind and wave action situations, itis seldom practical to extend aturbidity curtain depth lower than 10 to 12 feet (3 to 4 m) below the surface, even .in deep water. Curtains which are installed deeper than this will be subject to very large loads with consequent strain on curtain materials and the mooring system, in addition , a curtain installed in such a manner can "billow up" toward the surface under the pressure of the moving water, which will result in an effective depth which is significantly less than the 4-117 Florida Erosion and Sediment Control Inspector's Manual skirt depth . 7 . Turbidity curtains should be located parallel to the direction of flow of a moving body of water.. Turbidity curtains should not be placed across the main flow of a significantbody of moving water. 8 . When sizing the length of the floating curtain, allow an additional 10 - 20% variance straight line measurements. This will allow for measuring errors, make installing easier and reduce stress from potential wave action during high winds . 9 . An attempt should be made to avoid an excessive number of joints in the curtain; a minimum continuous span of 50 feet (15 m) between joints is a good "rule of thumb." 10 . For stability reasons, a maximum span of 100 feet (30 m) between anchor or stake locations is also a good rule to follow. 11 . The ends of the curtain , both floating upper and weighted lower, should extend well up into the shoreline, especially if high water conditions are expected . The ends should be secured firmly to the shoreline to fully enclose the area where sediment may enter the water. 12. When there is a specific need to extend the curtain to the bottom of the watercourse in tidal or .moving water conditions, a heavy woven pervious filter fabric may be substituted for the normally recommended impervious geotexHie . This creates a "flow-through" medium which significantly reduces the pressure on the curtain and will help to keep it in the same relative location and shape during the rise and fall of tidal waters. • 13 . Typical alignments of turbidity curtains can be seen in Plate 4 .45c. The number a • spacing of external anchors mayvary depending on currentvelocities and potential wind and wave action; manufacturer's recommendations should be followed . 14 . Be certain that the type, location, and installation of the barrier is as shown on the • approved plan and permit. Additional permits may be required in navigable waterways , especially when the barrier creates an obstruction . 4- 118 Chapter 4 - Best Management Practices for. Erosion and Sediment Control 5J8 Ri . POLYPROPYLENE ROPE 1 /4 IN, TIE ROPE FWITAiI ON • • FOLDS FOR CDWACT =RAGC /EECONOMY AV 1 • � + FABRJC9 AvA%t Wv ACCORrANC SO NEE7 8 OZ. apo LaJIN. STANCARO r NYLON RI NFORCED VINYL ALL SELMS HEAT SEALED 114 K CNVN • {ELOW-EYP OF SHACKLE CONNECTION) n Type 1 18 (DR 22) OL VINYL COVETED NYUX4 Gi4i�.VRANJf= $24 SWETf HOOK 0 FVC SLAT-CONNE.C'02 SEAL I 511 MM M CA&E \` 5rREW PL&M (TO REMOVE FI.QAiA:AN7 PRESSURE 104 FLOATS) : . . s 17 SYM�ARD LC4006H HOLDS EVERY B . FEET D6°TN ACCORD= 70 NEED . r STRM.3 E4ND _ . Men PLATE5J16 LN, CHAIN 8 uNT4k I = LIE Type 11 ■ Plate 4,45a Type I and Il Floating Turbidity Barriers Source: American Boom and Barrier Corporation Construction Specifications 4-119 Florida Erosion and Sediment Control Inspector's Manual Materials 1 . Barriers should be a bright color (yellow or "international" orange are recommended) that will attract the attention of nearby boaters. 2 . The curtain fabric must meet the minimum requirements noted in Table 3 .27-A. 3 , Seams in the fabric shall be eithervuicanized welded or sewn, and shall develop thefull strength of the fabric. 4 . Floatation devices shall be flexible,. buoyant units contained in an individual floatation sleeve or collar attached to the curtain . Buoyancy provided by the floatation units shall be sufficient to support the weight of the curtain and maintain a freeboard of at least 3 inches (8 cm) above the water surface level . (See Plate 4.45c) 5 . Load .iines must be fabricated into the bottom of all floating turbidity curtains. Type [ I and Type III must have load lines also fabricated into the top of the fabric. The top load line shall consist of woven webbing or vinyl-sheathed steel cable and shall have a break . strength in excess of 10,000 pounds (4.5 t). The supplemental (bottom) load-line shall consist of a chain incorporated into the bottom hem of the curtain of sufficient weight to serve as ballast to hold the curtain in a vertical position . Additional anchorage shall be r provided as necessary. The load lines shall have suitable connecting devices which develop the full breaking strength for connecting to load lines in adjacent sections (See Plates 4.45a and 4.45b which portray this orientation). 6 . External anchors may consist of 2 x 4 inch (5 x 10 cm) or 2-1 /2 inch (6 cm) minimum diameter wooden stakes, or 1 .33 poundsflinear-foot (2 kg/m) steel posts when Type I installation is used; when Type .I1 orType ill installations are used, bottom anchors should be used. . 7 . Bottom anchors must be sufficientto hold the curtain in the same position relative to the bottom of the watercourse without. interfering with the action of the curtain . The anchor may dig into the bottom (grappling hook, plow or fluke-type) or may be weighted (mushroom type) and should be attached to a floating anchor buoy via an anchor line. The anchor line would then run from the buoy to the top load line of the curtain. When used with Type III installations, these lines must contain enough slack to allow the buoy and curtain to float freely with tidal changes without pulling the buoy or curtain down and must be checked regularly to make sure they do not become entangled with debris. As previously noted, anchor spacing will vary with current velocity and expected wind , and wave action ; manufacturer's recommendations should befollowed . See orientation of external anchors and anchor buoys for tidal installation in Plate 4 .45b . 4-120 Chapter 4 - Best Manaqement Practices for Erosion and Sediment Control Typo III 22 D2. NYLON PENFORCED VRdYL STn6S BAND PVC SLOT - CONNECTOR FLOATATION 0 OEnH ACCOR]NO . TO NCW% fir 0 LP a I 5/16 V� CCATING CABLE 1�A SM HOOK STRESS PLATE LAP LINK 5{ 75 IN. ITC .REDUCE STRAIN) CHAIN orlentadonWhen Installed ■ Widal Shunflon -Type 111) ■ Krit ANCHOFrM tkrH BUOYS. ATTACH LINES AIrrOMAT1c FLA3rWG AS SNOWN. REMOYE5 ALL BUOYTO SHAcsI.E LIO&T (ON AY DUSK- VERTICAL FORCES FROM THE - 0rF AS DAWN) 113W CURrAIN_ NENCE, THE CIJRTAIN - SHALL •. WILL NOT SINK FROM WIND OR. ~ 1 "r - ~"' / ON IN �NA+AaNhE CURREHr LOADS. j 7 CHANNELS ONLY MIN 2' STANDARD C OWAWHEYr SnTEMS. trwr BUOY ■ S' Ste' ANOHO.R (AS MATER SURFACE 7 EMWEN ACTUBy • - C. 7 - Aef,, i CURTAN RMEP.BED o d O O O d V q 4 Q v 4 9 O Q Q Q v Q e e a Q Q o o Q_ Qq 4o- o q .Q A q av o o q o o a a a Q q. Q v ■ q.. v Qo a ,a O Q a. Q Q Q Q Q Q o Q o O - O Q4 Ct a ' O Q O o Q O O Q G ■ ■ Plate 4.45b Type Ill Floating Turbidity Barrier Source: American Boom and Barrier Corporation and VDOT Standard Sheets ■ Installation 4-121 Florida Erosion and Sediment Control inspector's Manual 1 . In the calm water of lakes or ponds (Type I installation) it is usually sufflcient to merely set the curtain end stakes or anchor points (using anchor buoys if bottom anchors are employed) , then tow the curtain in the furled condition out and attach it to these stakes or anchor points. Following this , any additional stakes or buoyed anchors required to , maintain the desired location of the curtain may be set and these anchor points made fast to the curtain . On the , the furling lines should be cut to letthe curtain skirt drop . ■ 2. In rivers or in other moving water (Type fl and Type III installations) it is important to set all the curtain anchor points: Care must betaken to ensure that anchor points are of sufficient holding power to retain the curtain under the expected current conditions, before putting the furled curtain into the water. Anchor buoys should be employed on all anchors to prevent the current from submerging the flotation at the anchor points. If ■ the moving water into which the curtain is being installed is tidal and will subject the curtain to- currents in both directions as the tide changes , it is important to provide anchors on both sides of the curtain for two reasons: a) Curtain movement will be minimized during tidal current reversals. b) The curtain will not overrun the anchors pull them out when the tide ■ reverses . When the anchors are secure, the furled curtain should be secured to the upstream ■ anchor point and then sequentially attached to each next downstream anchor point until the entire curtain is in position . At this point, and before unfurling, the "lay" of the curtain ■ should be assessed and any necessary adjustments made to the anchors. Finally, whenthe location is ascertained to be as desired , the furling lines should be cut to allow the skirt to drop . ■ 3 , Always gttach anchor lines to the flotation device not to the bottom of the curtain The anchoring line attached to the floatation device on the downstream side will provide support for the curtain . Attaching the anchors to the bottom of the curtain could cause • prematurefailure of the curtain due to the stresses imparted on the middle section of the curtain . • 4 , There is an exception to the rule that turbidity curtains should not be installed across channel flows; it occurs when there is a danger of creating a silt buildup in the middle of a watercourse, thereby blocking access or creating a sand bar. Curtains have been used effectively in large areas of moving water by forming avery long-sided, sharp "V" to deflect clean water around a work site, confine a large part of the silt-laden water to the work area inside the "V" and direct much of the silt toward the shoreline. Care must be taken, however, not to install the curtain perpendicular to the water current. 5 . See Plate 4.45c for typical installation layouts. 4-122 Chapter 4 - Best Manaqement Practices for Erosion and Sediment Control Typical Layouts Stream, Ponds, and Lakes {Protected and Nan-Tidaj r . STREAM FLOW 1 �■ ANC}iOR PT. r # STAKE OR ANCHOR, EVERY t00 ' ATYPICAL} Si10Rt17NE FILL AREA r E.IAtRS OF �, • CCsN5Ti?_ r f � SHQREt1NE BID ANCHOR Pr. TL'RTAIN a THIS DISTANCE IS VARIAME r Tidal Waters andfor Heavy Wind and Wave AatWn �-- ®g PROPOSED ME OF 51.0FE i s � CX5rM1C - ,1 CAUSEWAY 19 ANCHOR 1k ANCHOR BUOY SHORELINE BARRIER MOVET.lENT . SHORE64E ■ ANCHOR %T. ? DUE TO TIDAL CHANGE ANEMR ?:. THIS DISTANCE 7S VARIABLE YILtLA Ft Um AREA ■ ■ Plate 4.45c Typical Installation Layouts — Source: FDOT Roadway and Traffic Design Standards 4-123 Florida Erosion and Sediment Control Inspector's Manual 6 . The effectivenessof the barrier can be increased by installing two parallel curtains , separated at regular intervals by 10' (3 m) long wooden boards or lengths of pipe. Removal 1 . Care should be taken to protect the skirt from damage as the turbidity curtain is dragged from the water. 2 . The site selected to bring the curtain ashore should be free of sharp rocks, broken cement, debris, etc. so as to minimize damage when hauling the curtain over the area. . 3 , If the curtain has a deep skirt, it can be further protected by running a small boat along its length with a crew installing furling lines before attempting to remove the curtain from the water. Maint� enance • 1 . The developer/owner shall be responsible for maintenance of the filter curtain for the duration of the project to ensure the continuous protection of the watercourse. ■ 2. Should repairs to the geotextile fabric become necessary, there are normally repair kits available from the manufacturers; manufacturer's instructions must be followed ensure the adequacy of the repair. g, When the curtain is no longer required as determined by the inspector, the curtain a related components shall be removed in such a manner as to minimizeturbidity. Sediment shall be removed and the original depth: (or plan elevation) restored before removing the curtain . Remaining sediment shall be sufficiently settled before removing the curtain . Any spoils must • be taken to an upland area and stabilized . 4124 r Chapter 4 - Best Management Practices for Erosion and Sediment Control This page left intentionally blank r r r r r r s V 1 f 4-125 Florida Erosion and Sediment Control Inspector's Manual REFERENCES Florida Department of Environmental Regulation ; 1988 , The Florida Development ManuaP A Guide to Sound Land and Water Management (Chapter 6). Tallahassee, FL , 4-126