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Home My WebLink About2006-018 SECTION 00800 - SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS TABLE OF CONTENTS Article Title Article Number - Introduction SC - 1 . 00 Defined Terms SC — 1 . 01 Terminology SC — 1 . 02 Before Starting Construction SC —2 . 05 Pre- Construction Conference SC — 2 . 06 Coordination of Plans , Specifications , and Special Provisions SC — 3 . 06 Subsurface and Physical Conditions SC — 4 . 02 Differing Subsurface or Physical Conditions SC - 4 . 03 Hazardous Environmental Conditions at Site SC - 4 . 06 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 Substitutions and "Or- Equals" SC — 6 . 05 Concerning Subcontractors , Suppliers , and Others SC — 6 . 06 Permits SC — 6 . 08 Shop Drawings and Samples SC — 6 . 17 Indemnification SC - 6 . 20 Replacement of Engineer SC — 8 . 02 Decisions on Requirements of Contract Documents 00800 - Supplementary Conditions 2006041 00800 1 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 .doc Rev. 05/01 and Acceptability of Work SC - 9 . 09 Change of Contract Price SC — 12 . 01 Delay Damages SC — 12 . 06 Test and Inspections SC — 13 . 03 Owner May Stop the Work SC — 13 . 05 Progress Payments SC — 14 . 02 Uncovering Work SC — 13 . 04 Final Payment SC — 14 . 07 Waiver of Claims SC - 14 . 09 OWNER May Suspend Work SC — 15 . 01 OWNER May Terminate For Cause SC — 15 . 02 OWNER May Terminate For Convenience SC — 15 . 03 CONTRACTOR May Stop Work or Terminate SC - 15 . 04 DISPUTE RESOLUTION SC — 16 Controlling Law SC — 17 . 05 Liens SC — 17 . 06 Substantial Completion SC — 17 . 07 r, 00800 - Supplementary Conditions 2006041 « . 008002 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 .doc Rev. 05/01 SECTION 00800 - SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS SC- 1 . 00 Introduction These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract ( No . 1910- 8 , 1996 Edition ) and other provisions of the Contract Documents as indicated below . All provisions , which are not so amended or supplemented , remain in full force and effect . The terms used in these Supplementary Conditions will have the meanings indicated in the General Conditions . SC- 1 . 01 Defined Terms SC - 1 . 01 . A . 20 . Add the following language at the end of GC- 1 . 01 . A . 20: ENGINEER ' s Consultant : Name Kimley- Horn and Associates , Inc . Address 601 21 sc Street , Suite 400 City , State , Zip Vero Beach , Florida 32960 Phone ( 772 ) 526-7981 Fax ( 772 ) 526- 9689 SC- 1 . 02 Terminology SC - 1 . 02 . D . 1 , 2 , and 3 Delete paragraphs GC- 1 . 02. D. 1 , 2, and 3 in their entirety and insert the following paragraphs in their place: D . Furnish, Install, Perform, Provide 1 . The word "furnish " shall mean to supply and deliver services , materials , or equipment to the Site (or some other specified location ) ready for use or installation and in usable or operable condition . 2 . The word " install" shall mean to put into use or place in final position services , materials , or equipment complete and ready for intended use . 3 . The words "perform" or "provide" shall mean to furnish and install services , materials , or equipment complete and ready for intended use . SC - 1 . 02 . D . 4 Delete paragraph GC- 1 . 02. D. 4 in its entirety. SC-2 . 05 Before Starting Construction SC -2 . 05 . C . Delete paragraph GC 2. 05. 0 in its entirety and insert the following paragraph in its place: C . Evidence of Insurance: CONTRACTOR shall not commence work under this Contract until he has obtained all insurance required under Article 5 and such insurance has been delivered to the OWNER and approved by the OWNER , nor shall the CONTRACTOR allow any Subcontractor to commence work on his subcontract until all similar insurance required of the Subcontractor has been so obtained and approved . All such insurance shall remain in effect until final payment and at all times thereafter when CONTRACTOR may be correcting , removing or replacing defective Work in accordance with Article 13 . 00800 - Supplementary Conditions 2006041 008003 "" FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 . doc Rev. 05/01 SC-2 . 06 Preconstruction Conference SC-2 . 06 Delete paragraph GC-2. 06. A in its entirety and insert the following paragraph in its place: A . Immediately after awarding the contract , but before the CONTRACTOR begins work , the Engineer will call a preconstruction conference at a place the ENGINEER designates to establish an understanding among the parties as to the Work and to discuss schedules referred to in paragraph 2 . 05 . 6 , procedures for handling Shop Drawings and other submittals , and maintaining required records . Utility companies and others as appropriate will be requested to attend to discuss and coordinate work . SC-3 . 06 Coordination of Plans , Specifications , and Special Provisions SC- 3 . 06 Add the following new paragraphs immediately after paragraph GC-3. 05: SC - 3 . 06 Coordination of Plans, Specifications, and Special Provisions A . In case of discrepancy , the governing order of the documents shall be as follows : 1 . Written Interpretations 2 . Addenda 3 . Specifications 4 . Supplementary Conditions to the General Conditions 5 . General Conditions 6 . Approved Shop Drawings 7 . Drawings 8 , Referenced Standards . B . Written/computed dimensions shall govern over scaled dimensions . SC-4 . 02 Subsurface and Physical Conditions SC -4 . 02 Add the following new paragraphs immediately after paragraph GC-4 . 02. 8: C . In the preparation of Drawings and Specifications , ENGINEER or ENGINEER ' s Consultants relied upon the following reports of explorations and tests of subsurface conditions at the Site : 1 . Report dated July 31 , 2001 , prepared by Dunkelberger Engineering and Testing , Inc . , entitled : Oslo Road Improvements 20th Avenue to Lateral `J ' Canal , consisting of 14 pages . D . Reports and drawings itemized in SC -4 . 02 . 0 are not included with the Bidding Documents . Copies may be examined at Indian River County Administration Building , Capital Projects , 2nd Floor , 1840 25th Street , Vero Beach FL 32960 during regular business hours . These reports and drawings are not part of the Contract Documents . SC-4 . 03 Differing Subsurface or Physical Conditions SC-4 . 03 . C . 3 Delete the following text from the second sentence of paragraph GC-4. 03. C. 3: 00800 - Supplementary Conditions 2006041 008004 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 . doc Rev. 05/01 SC4. 06 Hazardous Environmental Conditions at Site SC -4 . 06 . 13 Delete paragraph GC-4 . 06. G in its entirety. SC-4 . 06 . H Delete paragraph GC-4 . 06. H in its entirety. 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 paragraph 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 equal 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 . Such Bonds shall continue in effect for one ( 1 ) year after acceptance of the Work by the OWNER . 3 , 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 . This paragraph may be acceptable to some private developers , but it is NOT acceptable to Indian River County : 4 . 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 . SC-5 . 01 . B . Delete paragraph GC-5. 01 . 6 in its entirety and insert the following paragraph in its place: B . All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations , and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 ( amended ) by the Financial Management Service , Surety Bond Branch , U . S . Department of the Treasury . The sureties for . all Bonds must be authorized to issue surety bonds in Florida . The CONTRACTOR shall require the attorney- in -fact who executes any Bond , to affix to each a current certified copy of their Power of Attorney , reflecting such 4 person ' s authority as Power of Attorney in the State of Florida . Further , at the time of execution of the Contract , the CONTRACTOR shall for all Bonds , provide a copy of the Surety' s current valid Certificate of Authority issued by the United States Department of the Treasury under 31 United States Code sections 9304- 9308 . 00800 - Supplementary Conditions 2006041 00800 5 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 . doc Rev. 05/01 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 after paragraph GC-5. 04 . 6: 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 C . Contractual Liability d . Independent Contractors e . Explosion f . Collapse g . Underground . 3 . Business Auto 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 . Owner Autos b . Hired Autos C , Non -Owned Autos . 4 . CONTRACTOR ' s "All Risk" Insurance : CONTRACTOR shall secure Builders ' Risk "All Risk" insurance at his expense and provide properly completed and executed "Certificates of Insurance and Insurance Endorsement" forms in the exact wording and format presented in these Contract Documents before starting work . 5 . Special Requirements : a . Ten ( 10 ) days prior to the commencement of any work under this Contract , certificates of insurance and endorsement forms in the exact wording and format as presented in these Contract Documents will be provided to the OWNER ' s Risk Manager for review and approval . b . " Indian River County , a political subdivision of the state of Florida" will be named as "Additional Insured" on both the General Liability , Auto Liability and Builder' s Risk "All Risk" Insurance . C . The OWNER will be given thirty ( 30 ) days notice prior to cancellation or modification of any stipulated insurance . Such notification will be in writing by registered mail , return receipt requested and addressed to the OWNER ' s Risk Manager . 00800 - Supplementary Conditions 2006041 008006 ,,,, FAPublic Works\Capital Projects\Oslo Road Lateral J\eID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 . doc Rev. 05/01 d . An appropriate " Indemnification " clause shall be made a provision of the Contract ( see paragraph 6 . 20 of the General Conditions ) . e . It is the responsibility of the CONTRACTOR to insure that all subcontractors comply with all insurance requirements . f . It should be remembered that these are minimum requirements , which are subject to modification in response to high hazard operation . g . Insured must be authorized to do business and have an agent for service of process in Florida and have an AAA policyholder' s rating and financial rating of a least Class XI in accordance with the most current Best ' s Rating . D . Additional Insureds : 1 . In addition to " Indian River County , a political subdivision of the state of Florida , " the following individuals or entities shall be listed as "additional insureds" on the CONTRACTOR 7s liability insurance policies : a . Indian River Farms Water Control District SC-5 . 05 OWNER ' s Liability Insurance SC -5 . 05 Delete paragraph GC-5. 05. A in its entirety. 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 any 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 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 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 00800 - Supplementary Conditions 2006041 008007 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 .doc Rev. 05/01 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 . In addition to " Indian River County , a political subdivision of the state of Florida , " the following individuals or entities shall be listed as "additional insureds" on the CONTRACTOR ' s property insurance policies : a . Indian River County , Florida SC-5 . 07 Waiver of Rights SC-5 . 07 Delete GC-5. 07 (paragraphs A, 8, and C) in its entirety. SC-5 . 08 Receipt and Application of Insurance Proceeds SC-5 . 08 Delete GC-5. 08 (paragraphs A and 8) in its entirety. SC-6 . 02 Labor ; Working Hours SC- 6 . 02 . 13 . Add the following paragraphs immediately after paragraph GC- 6. 02. 8: 1 . Regular working hours are defined as Monday through Friday , excluding Indian River County Holidays , from 7 a . m . to 5 p . m . 2 . Indian River County Holidays are : New Year' s Day , Good Friday , Memorial Day , Independence Day , Labor Day , Veterans Day , Thanksgiving Day , Friday after Thanksgiving , Christmas Eve and Christmas Day . Working on these days will not be permitted without prior written permission and approval from the Engineer. 3 . The CONTRACTOR shall receive no additional compensation for overtime work , i . e . , work in excess of eight hours in any one calendar day or 40 hours in any one calendar week , even though such overtime work may be required under emergency conditions and may be ordered by the ENGINEER in writing . 4 . All costs of inspection and testing performed during overtime work by the CONTRACTOR , which is allowed solely for the convenience of the CONTRACTOR , shall be borne by the CONTRACTOR , and a credit given to the OWNER to deduct the costs of all such inspection and testing from any payments otherwise due the CONTRACTOR . 5 . All costs of OWNER Is employees and costs of ENGINEER ' s Consultant resulting from overtime work by the CONTRACTOR , which is allowed solely for the convenience of the CONTRACTOR , shall be borne by the CONTRACTOR , and a credit given to OWNER to deduct all such costs from any payments otherwise due the CONTRACTOR . 00800 - Supplementary Conditions 2006041 008008 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 .doc Rev. 05/01 6 . No work shall commence before 7 a . m . or continue after 7 p . m . except in case of emergency upon specific permission of the ENGINEER . SC-6 . 05 Substitutes and " Or- Equals " SC- 6 . 05 . A Delete paragraph GC-6. 05. A in its entirety and insert the following in its place: A . Whenever an item of material or equipment is specified or described in the Con - tract Documents by using the name of a proprietary item or the name of a particular Supplier, that proprietary item or particular Supplier shall be used and no other will be considered . If the specification or description contains or is followed by words such as "equivalent" or "or- equal , " then the specification or description is intended to establish the type , function , appearance , and quality required . In such case , substitution of other items of material or equipment or material or equipment of other Suppliers may be submitted to ENGINEER for review under the circum- stances described below . SC- 6 . 05 . A . 1 . a . ( ii ) Delete sentence GC-6. 05, A . 1 . a . (ii) in its entirety and insert the following in its place: ( ii ) it will reliably perform at least equally well the function of the named item of material or equipment, and ; SC-6 . 06 Concerning Subcontractors , Suppliers , and Others SC-6 . 06 . C . Add the following sentence at the end of paragraph GC-6. 06. C: OWNER or ENGINEER may furnish to any such Subcontractor , Supplier , or other individual or entity , to the extent practicable , information about amounts paid to CONTRACTOR on w account of Work performed for CONTRACTOR by a particular Subcontractor , Supplier, or other individual or entity. SC- 6 . 08 Permits SC- 6 . 08 Add the following paragraphs immediately after paragraph GC- 6. 08. A : B . The OWNER has obtained the following permits ( copies of these permits are contained in Appendix "A" ) : 1 . St . Johns River Water Management District PERMIT NO . 400-061 - 97622 - 1 2 . Indian River Farms Water Control District PERMIT NO . 05 - 81 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 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 . 00800 - Supplementary Conditions 2006041 d, 008009 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 .doc Rev. 05/01 SC-6 . 17 Shop Drawings and Samples SC - 6 . 17 Add the following paragraph immediately after paragraph GC- 6. 17. F.- G . .G . Section 01340 — "Submittal of Shop Drawings , Product Data , and Samples" shall supplement Section 6 . 17 of the General Conditions . In the event of a conflict , Section 01340 shall govern . SC- 6 . 20 Indemnification SC- 6 . 20 Delete paragraph GC-6. 20. A in its entirety and insert the following in its place: A . CONTRACTOR agrees to indemnify and hold harmless the OWNER , together with its agents , employees , elected officers and representatives , from liabilities , damages , losses , and costs , including but not limited to , reasonable attorney's fees , to the extent caused by the negligence , recklessness or intentionally wrongful conduct of the CONTRACTOR and persons employed or utilized by the CONTRACTOR in the performance of this Work under this Agreement . This indemnification and hold harmless provision shall survive the termination or expiration of this Agreement . SC-8 . 02 Replacement of Engineer SC- 8 . 02 Delete the following text from paragraph GC-8. 02. A : to whem CONTRACTOR makes no reasenable ebjeGt * GR , SC-9 . 09 Decisions on Requirements of Contract Documents and Acceptability of Work SC-9 . 09 Delete paragraph GC-9. 09. 6 in its entirety. SC- 12 . 01 Change of Contract Price SC - 12 . 01 . 6 . 2 Delete the following text from paragraph GC- 12. 01 . 8. 2 and add a "period" (. ) at the end of the remaining text. : with paFagraph 12 . 01 . G .-2 SC- 12 . 01 Delete paragraphs GC- 12. 01 . 8. 3 and GC- 12. 01 . 0 in their entirety. SC- 12 . 06 Delay Damages SC - 12 . 06 Delete paragraphs GC- 12. 06. A and GC- 12. 06. 8 in their entirety and insert the following paragraph in their place: A . In no event shall OWNER or ENGINEER be liable to CONTRACTOR , any Subcontractor, any Supplier , or any other person or organization , or to any surety for or employee or agent of any of them , for damages arising out of or resulting from any delay whatsoever . The CONTRACTOR 's sole and exclusive remedy for delays to the project are time extensions . SC- 13 . 03 Test and Inspections 00800 - Supplementary Conditions 2006041 00800 10 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 . doc Rev. 05/01 Y SC- 13 . 03 . 13 . Delete paragraph GC- 13. 03. B in its entirety, and insert the following 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 . SC- 13 . 03 . 0 Delete GC- 13. 03. 0 in its entirety. SC- 13 . 04 Uncovering Work SC - 13 . 04 . 13 Delete portions of the last two sentences as follows: If , however, such Work is not found to be defective , CONTRACTOR shall be allowed-an lvgwp � +he rteE) RtFaGt PriGe OF an extension of the Contract Times ( or Milestones ) ,-Er beth-, directly attributable to such uncovering , exposure , observation , inspection , testing , replacement , and reconstruction . If the parties are unable to agree as to the alTleuRt er extent thereof , CONTRACTOR may make a Claim therefor as provided in paragraph 10 . 05 . SC- 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 . SC- 14 . 02 Progress Payments SC- 14 . 02 . 13 . 5 . Add the following paragraphs at the end of paragraph GC- 14. 02. 8. 5: e . OWNER has been required to pay ENGINEER or ENGINEER ' s Consultant additional compensation because of CONTRACTOR delays or rejection of defective Work ; or f . OWNER has been required to pay an independent testing laboratory for subsequent inspections , tests , or approvals taken after initial failing inspections , tests , or approvals . SC- 14 . 02 . C . 1 . Delete paragraph GC- 14 . 02. C. 1 in its entirety and insert the following paragraph in its place: 00800 - Supplementary Conditions 2006041 All 0080011 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 .doc Rev . 05/01 C . Payment Becomes Due 1 . Payment shall be made by OWNER to CONTRACTOR according to the " Florida Prompt Payment Act' ( F . S . Chapter 218 . 70 , et . seq . ) . b SC- 14 . 02 . D . 1 . b Revise GC- 14. 02. D. 1 . b to read as follows: b . Liens have been filed in connection with the Work . SC- 14 . 02 . D . 1 Add the following paragraphs at the end of paragraph GC- 14. 02. D. 1 . d: e . CONTRACTOR fails to make payment to Subcontractors for materials or labor in accordance with the respective agreements between the CONTRACTOR and the Subcontractors ; f . the Work for which payment is requested cannot be verified ; g . of persistent failure to carry out the Work in accordance with the Contract Documents , or otherwise unsatisfactory prosecution of the Work ; or h . of any other breach of , default under or violation of , or failure to comply with , the provisions of the Contract Documents . SC- 14 . 07 Final Payment SC- 14 . 07 . C . 1 . Delete paragraph GC- 14. 07. C. 1 in its entirety and insert the following paragraph in its place: C . Payment Becomes Due 1 . Payment shall be made by OWNER to CONTRACTOR according to the " Florida Prompt Payment Act' ( F . S . Chapter 218 . 70 , et . seq . ) . SC- 14 . 09 Waiver of Claims SC - 14 . 09 Delete paragraph GC- 14. 09. A in its entirety and insert the following paragraph in its place: A . Acceptance of Final Payment as Release . The acceptance by the CONTRACTOR of final payment shall be and shall operate as a release to the OWNER from all claims and all liability to the CONTRACTOR other than claims in stated amounts as may be specifically excepted by the CONTRACTOR for all things done or furnished in connection with this Work and for every act and neglect of the OWNER and others relating to or arising out of this Work . Any payment , however , final or otherwise , shall not release the CONTRACTOR or his sureties from any obligations under the Contract Documents or the Payment and Performance Bonds . SC- 15 . 01 OWNER May Suspend Work SC- 15 . 01 . A Delete the last sentence in paragraph GC- 15. 01 . A and insert the following in its place: CONTRACTOR shall be allowed an extension of the Contract Times , directly attributable to any such suspension if CONTRACTOR makes a Claim for an extension as provided in paragraph 10 . 05 . CONTRACTOR shall not be allowed an adjustment of the Contract Price and CONTRACTOR shall not be paid on account of loss of anticipated profits or 00800 - Supplementary Conditions 2006041 0080012 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 .doc Rev. 05/01 revenue or other economic loss arising out of or resulting from such Work suspension . SC- 15 . 02 OWNER May Terminate For Cause SC - 15 . 02 . A . 5 and SC - 15 . 02 . A . 6 Add the following new paragraphs immediately after paragraph GC- 15. 02. A . 4 : 5 . CONTRACTOR ' s violation of Section 02225 — " Erosion Control and Treatment of Dewatering Water From the Construction Site . " 6 . CONTRACTOR ' s failure to make payment to Subcontractors or Suppliers for materials or labor in accordance with the respective agreements between the CONTRACTOR and the Subcontractors or Suppliers . SC - 15 . 02 . 6 Delete the third sentence in paragraph GC- 15. 02. 6 and insert the following in its place: .� If the unpaid balance of the Contract Price exceeds all claims , costs , losses , and damages ( including but not limited to all fees and charges of engineers , architects , attorneys , and other professionals and dispute resolution or litigation costs) sustained by OWNER arising out of or relating to completing the Work , CONTRACTOR will be paid for acceptable earned Work that is fully completed or partially completed , and executed in accordance with the Contract Documents , prior to the effective date of termination . SC - 15 . 02 . D Add the following new paragraph immediately after paragraph GC- 15. 02. C: D . CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination . SC-15 . 03 OWNER May Terminate For Convenience SC- 15 . 03 . A . 3 Delete paragraph GC- 15. 03.A . 3 in its entirety. SC- 15 . 04 CONTRACTOR May Stop Work or Terminate SC- 15 . 04 Delete the following text from the first sentence of paragraph GC- 15. 04. A : er OWNER fails feF 30 days te pay CONTRACTOR aRY GUM finally deterMiRed te be due , SC- 15 . 04 Delete the following text from the second sentence of paragraph GC- 15. 04.A : E) F QVVNF= R has failed fer 30 days to pay C. C.) NITRACTOR any sum finally determined to be SC- 16 DISPUTE RESOLUTION SC- 16 . 01 . A . Delete paragraph GC- 16. 01 . A in its entirety and insert the following paragraph in its place: . A . Dispute resolution and procedures : OWNER and CONTRACTOR agree that they may submit any and all unsettled Claims or counterclaims , disputes , or other matters in question between them arising out of or relating to the Contract Docu - ments or the breach thereof , to mediation by a certified mediator of the 19th Judicial Circuit in Indian River County . If mediation is unsuccessful , OWNER and 00800 - Supplementary Conditions 2006041 00800 13 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 . doc Rev. 05/01 CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute . SC- 17 . 05 Controlling Law SC- 17 . 05 . A . Delete paragraph GC- 17. 05. A in its entirety and insert the following paragraph in its place: A . This Agreement 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 . Add the following new paragraphs immediately after paragraph GC17. 05: SC- 17 . 06 Liens A . This project is a " Public Works" under Chapter 255 , Florida Statutes . No merchant' s liens may be filed against the OWNER . Any claimant may apply to the OWNER for a copy of this Contract . The claimant shall have a right of action against the CONTRACTOR for the amount due him . Such action shall not involve the OWNER in any expense . Claims against the CONTRACTOR are subject to timely prior notice to the CONTRACTOR as specified in Florida Statutes Section 255 . 05 . The CONTRACTOR shall insert the following paragraph in all subcontracts hereunder : " Notice : Claims for labor , materials and supplies are not assessable against Indian River County and are subject 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 ++ 00800 - Supplementary Conditions 2006041 0080014 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS 2006041 \00800 - Supplementary Conditions 2006041 . doc Rev . 05/01 DIVISION 1 GENERAL REQUIREMENTS SECTION 01009 Special Provisions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SECTION 01050 Field Engineering and Layout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SECTION 01091 Reference Standards . . , . . , . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P . . . . . . . . . . . . . . . . . 4 SECTION 01215 General Quality Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 SECTION 01220 Progress Meetings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 SECTION 01310 Construction Schedules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 SECTION 01520 Construction Facilities and Temporary Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 SECTION 01541 Protection of the Work and Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l 1 SECTION 01550 Access Roads , Parking Areas , and Use of Public Streets . . . . . . . . . . . . . . . . . . . . 15 SECTION 01610 Transportation and Handling of Materials and Equipment . . . . . . . . . . . . . . . . . . 16 SECTION 01611 Storage of Material and Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 SECTION 01630 Substitutions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 SECTION 01710 Site Cleanup and Restoration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . 20 SECTION 01720 Record Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 SECTION 01820 Post Final Inspection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 GENERAL REQUIREMENTS GR - 1 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 SECTION 01009 SPECIAL PROVISIONS w 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 st 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 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 . 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 , GENERAL REQUIREMENTS GR -2 F :\Public Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 . No 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 WORK AND 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 . 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 Surveyor 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 . GENERAL REQUIREMENTS GR - 3 FAPublic Works\Capital Projects\Oslo Road Lateral MID DOCUMENTS\DIVISION 1 - General Requirements . doc a. 5/23/01 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 . ~ 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 Water Works Association GENERAL REQUIREMENTS GR - 4 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 AWS American Welding Society FED . SPEC . Federal Specifications CRSI Concrete Reinforcing Steel Institute FDEP/ DEP Florida Department of Environmental Protection DNR Department of Natural Resources 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 FDOT/ DOT Florida Department of Transportation U . L . , Inc . Underwriter's Laboratories , Inc . SSPC Steel Structures Painting Council 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 . 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 GENERAL REQUIREMENTS GR - 5 FAPublic Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 1 - General Requirements . doc «. 5/23/01 tests or to properly analyze or report results , shall relieve the 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 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 : 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 . GENERAL REQUIREMENTS GR - 6 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 . " SECTION 01220 PROGRESS MEETINGS 1 . 1 SCOPE A . Date and Time : 1 . Regular Meetings : As mutually agreed upon by ENGINEER and CONTRACTOR . 2 , Other Meetings : On call . B . Place : CONTRACTOR ' S office at Project site or other mutually agreed upon location . C . ENGINEER shall prepare agenda , preside at meetings , and prepare and distribute a transcript of proceedings to all parties . D . CONTRACTOR shall provide data required and be prepared to discuss all items on agenda . 1 . 2 MINIMUM ATTENDANCE A . CONTRACTOR B . SUBCONTRACTOR : When needed for the discussion of a particular agenda item , CONTRACTOR shall require representatives of Subcontractors or suppliers to attend a meeting . r C . ENGINEER . D . OWNER ' S representative , if required . E . Utility Representatives F . Others as appropriate . G . Representatives present for each party shall be authorized to act on their behalf . GENERAL REQUIREMENTS GR - 7 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc " ` 5/23/01 1 . 3 AGENDA Agenda will include , but will not necessarily be limited to , the following : 1 . Transcript of previous meeting . 2 . Progress since last meeting . 3 . Planned progress for next period . 4 . Problems , conflicts and observations . 5 . Change Orders , 6 . Status of Shop Drawings , 7 . Quality standards and control . 8 . Schedules , including off-site fabrication and delivery schedules . Corrective measures , if required . 9 . Coordination between parties . 10 . Safety concerns . 11 . Other business . SECTION 01310 CONSTRUCTION SCHEDULES 1 . 1 GENERAL REQUIREMENTS A . No partial payments shall be approved by the ENGINEER until there is an approved construction progress schedule on hand . B . Designate an authorized representative who shall be responsible for development and maintenance of the schedule and of all progress and 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 When the ENGINEER requires the CONTRACTOR to submit revised ( updated ) progress schedules on a monthly basis the CONTRACTOR shall : . 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 . 3 . Revised projections of progress and completion . 4 . Other identifiable changes . C . Provide a narrative report as needed to define : 1 . Problem areas , anticipated delays , and the impact on the schedule . GENERAL REQUIREMENTS GR - 8 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 . 1 . 4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES 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 . 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 . GENERAL REQUIREMENTS GR - 9 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 . 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 the premises . 1 . 4 SECURITY 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 . GENERAL REQUIREMENTS GR - 10 F :\Public Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc "' 5/23/01 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 . w SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1 . 1 GENERAL A . CONTRACTOR shall be responsible for taking all precautions , providing all 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 . . 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 property and of the Work . Paint barricades 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 GENERAL REQUIREMENTS GR - 11 FAPublic Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 1 - General Requirements . doc y. 5/23/01 responsibility for the maintenance of barricades , signs , lights , and for providing watchmen shall continue until OWNER accepts the Project . 1 . 3 TREE AND PLANT PROTECTION 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 . 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 . 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 the functionality of the remaining portion of the system if it should fall outside of the right- of-way . 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 adjacent 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 GENERAL REQUIREMENTS GR - 12 F :\Public Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc z 5/23/01 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 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 . 6 . Explore ahead of trenching and excavation work and uncover all obstructing underground structures suffi - ciently 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 GENERAL REQUIREMENTS GR - 13 F :\Public Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 facilities that are visible above the ground surface . 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 . 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 . 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 GENERAL REQUIREMENTS GR - 14 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 . SECTION 01550 ACCESS ROADS PARKING AREAS , AND USE OF PUBLIC STREETS 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 . 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 condition by the CONTRACTOR subject to approval of the OWNER or ENGINEER . 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 . 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 . GENERAL REQUIREMENTS GR - 15 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT 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 . C . Do not have products delivered to project site until related Shop Drawings have been approved by the ENGINEER . 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 . 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 properly protected and undamaged . GENERAL REQUIREMENTS GR - 16 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 . 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 . GENERAL REQUIREMENTS GR - 17 F :\Public Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 H . When appropriate store materials on wood blocking so there is no contact with the ground . .. 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 sub - stitution will be allowed . E . Where more than one choice is available as a CONTRACTOR ' s 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 . b . Manufacturer' s literature with product description , performance and test data , and reference standards . C , Samples , if appropriate . GENERAL REQUIREMENTS GR - 18 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 . C . In making Request for Substitution , CONTRACTOR represents that : 1 . CONTRACTOR has investigated proposed substitution , and determined 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 . 3 . CONTRACTOR waives all claims for additional costs or extension of time related to a proposed substitution that subsequently may become apparent . 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 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 . 3 . If the substitution will not require a more extensive review , Engineer will proceed with the review without additional cost to CONTRACTOR . GENERAL REQUIREMENTS GR - 19 FAPublic Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 1 - General Requirements . doc . 5/23/01 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 Is 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 . 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 GENERAL REQUIREMENTS GR - 20 F :\Public Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 . 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 construction GENERAL REQUIREMENTS GR -21 F :\Public Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 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 . - SECTION 01720 RECORD DOCUMENTS 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 Supplementary Conditions , 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 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 . 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 . GENERAL REQUIREMENTS GR -22 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 2 . Pipe Culvert/ PVC Sleeves — All 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 . Install new roadway alignment control points upon final roadway completion . Include all intersections and side streets . Latitude , departure and elevations for all control points . d . Stations and offsets , all structures . 7 . Lateral J . Canal : Original and Final Cross Sections of the Lateral J Canal — The CONTRACTOR shall have a Registered Surveyor take original cross . section shots of the Lateral J Canal prior to disturbance of the canal banks . The shots shall be taken at 100 -foot intervals . The Registered Surveyor will take final cross -section shots at the same locations as the original shots . The CONTRACTOR shall submit four (4 ) sets of before and after Lateral J Canal cross -sections to the County that are certified by a Registered Surveyor . Cost of before and after canal cross - sections shall be included in the Lump Sum payment for Record Drawings . A partial payment will be allowed for the before cross - sections not to exceed 10 % of the Lump Sum bid amount for Record Drawings . 8 . Utilities : Record Drawings for water and sewer utilities shall comply with Drawings M - 15 , M16 , M1 6 (A) , M1 6 ( B ) of the Indian River County Department of Utility Services Water and Wastewater Utility Standards dated September 1 , 2004 . 1 . 3 AS - BUILTS A . CONTRACTOR shall submit marked up Record Drawings to COUNTY . COUNTY will input As - Built information on Electronic �. Drawing files . B . COUNTY 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 . CONTRACTOR shall return marked up Record Drawings and six ( 6 ) sets of signed and sealed As - Builts to COUNTY . GENERAL REQUIREMENTS GR -23 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc w 5/23/01 D . Payment for Record Drawings , Review of Electronic As - Builts and signing and sealing As - Builts shall be made under Pay Item No . 100- 99 — Record Drawings — Lump Sum . 1 . 4 ACCURACY The CONTRACTOR will be held responsible for the accuracy 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 . SECTION 01820 POST FINAL INSPECTION 1 . 1 GENERAL A . Approximately one year after Substantial Completion , the OWNER will make arrangements with the ENGINEER and the CONTRACTOR for a post final inspection and will send a written notice to said parties to inform them of the date and time of the inspection . B . Corrections of defective work noted by OWNER and ENGINEER shall comply with the applicable sections of Article 13 , General Conditions , C . After the inspection , the OWNER will inform the CONTRACTOR of any corrections required to release the performance and payment bonds . w GENERAL REQUIREMENTS GR -24 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 1 - General Requirements . doc 5/23/01 DIVISION 1 TECHNICAL PROVISIONS SECTION 00001 Standard Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SECTION 00004 Scope of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SECTION 00102 Maintenance of Traffic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 SECTION 00104 Erosion and Water Pollution Control . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 SECTION 00110 Clearing and Grubbing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 SECTION 01310 Construction Schedules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 SECTION 00120 Excavation and Embankment . . , . . . . . 00 . . . . . . . . . . . . . . . . . 6 SECTION 00160 Stabilizing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 SECTION 00285 Optional Base Course . . , , . . . . . , . . . 0 . . . 4 . * . . . . 00 * 0 . . . . . . . . . 0 . . . . 0 . . . . . . . . . . . . . 7 SECTION 00334 Superpave Asphaltic Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 SECTION 00430 Pipe Culverts and Strom Sewers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 SECTION00575 Sodding . . , . , . . . . . . . . . I . . . . . . . . . . . " I . . . . 11 . . . . . . I . . . . . . . . . . . . . 0 . . . . . . 00 . . 10 . 0 . . . . . . . 011 . 1 . . . . . . . . . 0 . 9 SECTION 00700 Signing and Pavement Marking . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 SECTION 01000 Water and Sewer Utilities . . 0 . . . . 0 . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . 0 . . . . . . 0 . . . . . o . . . . . . . . . . . . . . 12 SECTION 02441 Directional Boring of HDEP Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 SECTION 02670 Flushing , Testing , and Disinfection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 TECHNICAL PROVISIONS TP - 1 �, F :\Public Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc SECTION 00001 STANDARD SPECIFICATIONS 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 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 , 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 word " Owner' s " " Engineer" , " Engineer" , En ineer , District En ineer " Project Engineer 11 , etc . 9J 9 � , it shall be taken to mean the Registered Professional Project Engineer of the firm of Kimley- Horn and Associates , Inc . , as an 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 . SECTION 00004 SCOPE OF WORK Section 4 -3 . 5 Value Engineering Incentive is deleted in its entirety . SECTION 00102 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 Contractor' s 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 Traffic Control Officer , Impact Attenuator Modules and Concrete Barrier delineated within the plans , shall be lump sum . This shall include all items and services necessary TECHNICAL PROVISIONS TP-2 •� FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 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 maintain two -way vehicular traffic on Oslo Road at all times . The Contractor shall maintain one lane of traffic at all times during 60" RCP sub- lateral culvert construction . Owner shall have option to fine the Contractor $ 1 , 000 . 00 per day for Maintenance of Traffic Plan non - compliance . G . Payment shall be made under : Item No . 102 - 1 - Maintenance of Traffic - Lump Sum Item No . 102 - 1 — Traffic Control Officer — Man Hour Item No . 102 - 70 - 11 — Barrier Wall ( Concrete) (Temporary) - Linear Foot Item No . 102 -70- 11 A — Barrier Wall ( Concrete) - Linear Foot Item No . 102 - 81 - 1 — Impact Attenuator Modules Vehicle ( Inertial ) (Temporary) - Each Item No . 102 -81 - 1A — Impact Attenuator Modules Vehicle ( Inertial ) — Each SECTION 00104 EROSION AND WATER POLLUTION CONTROL 1 . 1 The Contractor shall install erosion and water pollution control methods in ° accordance with FDOT Index 100 , 102 , 103 and 104 , Standard Specifications Section 104 , and all permit requirements . The Contractor is responsible for meeting appropriate federal , state , and local regulations and water quality standards , such as turbidity . All disturbed areas will be replanted with approved vegetation cover ( either final or temporary) within 30 days of final grading . A . Preconstruction Conference : At the preconstruction conference the Contractor shall present , in written form , his plans and schedules for prevention , control , and abatement of erosion and water pollution . B . Canals : Floating turbidity barriers shall be installed in all permanent water course in a manner so as not to act as a dam . Barriers shall be located at distance of no greater than 25 feet downstream from the last point of construction . TECHNICAL PROVISIONS TP - 3 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc C . Silt Fences : Silt fences shall be installed to prevent silt and erosion from leaving the project limits particularly adjacent to wetlands , roadside ditches or existing bodies of water . D . Storm Sewer System : The Contractor shall protect the storm sewer system from erosion and sedimentation during construction . This may include the use of baled hay , silt fences or any other method approved by the Engineer . All such costs associated with this shall be included in the unit cost of storm sewer system . Should any constructed item be damaged due to erosion or sedimentation , the Contractor shall repair or replace the item with no additional compensation . All new and existing (where called for) storm sewer pipes shall be clean and free from silt prior to final acceptance . E . Permits to be Obtained by Contractor : 1 . 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 . 0 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 : a . 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 ; b . Florida Department of Environmental Protection ( FDEP ) " Notice of Intent to Use Generic Permit for Stormwater Discharge From Construction Activities That Disturb Five or More Acres of Land " permit application form . Contact FDEP at (407) 894 - 7555 or ( 850 ) 921 - 9904 ; and C , U . S . Environmental Protection Agency ( EPA) " Notice of Intent ( NOI ) for Storm Water Discharges Associated With Construction Activity Under a NPDES General Permit . " 2 . 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 . F . Non - Compliance : Should the Owner or Engineer determine that erosion control within the project is not being maintained in accordance with the FDOT indexes and specifications , the contractor shall have until the end of the working day in which notification is given to take corrective action . Should the contractor fail to make such modification the Owner shall have the option to fine the contractor $ 400 per day until remedied . G . Compensation : All payment for the above items shall be made under Item Item No . 104 -2 — Prevention , Control & Abatement of Erosion & Water Pollution — Lump Sum TECHNICAL PROVISIONS TP -4 F :\Public Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc SECTION 00110 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 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 . Payment shall be made under : Item No . 110 - 1 - 1 - Clearing and Grubbing — Lump Sum Item No . 110 -3 — Existing Bridge Demolition — Lump Sum SECTION 01310 CONSTRUCTION SCHEDULES 1 . 1 GENERAL REQUIREMENTS A . No partial payments shall be approved by the ENGINEER until there is an approved construction progress schedule on hand . B . Designate an authorized representative who shall be responsible for development and maintenance of the schedule and of all progress and 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 When the ENGINEER requires the CONTRACTOR to submit revised ( updated ) progress schedules on a monthly basis the CONTRACTOR shall : A . Indicate the progress of each activity to the date of submission . B . Show changes occurring since the previous submission listing : TECHNICAL PROVISIONS TP -5 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 1 . Major changes in scope . 2 . Activities modified since the previous submission . 3 . Revised projections of progress and completion . 4 . Other identifiable changes . 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 . 1 . 4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES 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 . SECTION 00120 EXCAVATION AND EMBANKMENT 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 , lateral 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 . TECHNICAL PROVISIONS TP -6 .� F :\Public Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc Approximately 2 . 0 ft of subsoil excavation is required in sublateral canals . Cost of replacement embankment shall be included in cost of subsoil excavation . Contractor to coordinate with county representative prior to any subsoil excavation . D . 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 : 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 . 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 . F . Payment shall be made under : Item No . 120 -3 — Lateral Ditch Excavation — Per Cubic Yard Item No . 120-4 - Subsoil Excavation - Per Cubic Yard " Item No . 120 - 6 - 1 - Embankment - Per Cubic Yard SECTION 00160 STABILIZING A . Sub Article 160 -5 . 1 ( Page 146 ) is modified by the addition of the following : " The stabilization thickness indicated on plans shall be considered a minimum thickness . Thickness will vary to conform to the lines , and grades shown in the plans . " Minimum L . B . R . = 40 - No under-tolerance . B . Payment shall be made under : Item No . 160 -4 - Type B Stabilization ( 12 " ) - Per Square Yard SECTION 00285 OPTIONAL BASE COURSE A . Sub Article 285 -4 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 B . Payment shall be made under : Item No . 285 - 701 - Base Group 1 - Per Square Yard Item No . 285 - 706 - Base Group 6 - Per Square Yard TECHNICAL PROVISIONS TP - 7 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc SECTION 00334 SUPERPAVE ASPHALTIC CONCRETE A . Subarticle 334 - 10 is modified by the addition of the following : No additional payment will be made for tonage in excess of the specified in - place density and tonnage . B . Payment shall be made under : Item No . 334 - 1 - 11 — Superpave Asphaltic Concrete — Ton . SECTION 00430 PIPE CULVERTS AND STROM SEWERS A . CONCRETE PIPE CULVERT ( CLASS III ) 60 " 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 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 , 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 -343 - Concrete Pipe Culvert ( Class III ) ( 60 " CD ) - Per Linear Foot B . CONCRETE PIPE JOINTS : Subarticle 430 - 7 . 1 . 1 is modified by the addition of the following : In addition to the rubber gaskets all round and elliptical concrete pipe 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 . C . 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 High Density Polyethylene 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 TECHNICAL PROVISIONS TP -8 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 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 . 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 . SECTION 00575 SODDING 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 . This work shall also include mowing in accordance with Section 104- 7 . 2 to be mowed at 6 " height with a mulching mower . 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 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 . 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 . . 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 . At the end of the guarantee period , all sod that is dead or in unsatisfactory growth shall be replaced within two weeks . TECHNICAL PROVISIONS TP -9 a- FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 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 . Where sodding is placed abutting paved shoulder , the contractor is to ensure that the finished sod elevation is 11/2 " below paved shoulder . TECHNICAL PROVISIONS TP - 10 FAPublic Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 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 . 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 . 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 . The first two paragraphs under this Article are deleted and the following substituted : The contract unit price for sodding shall include the costs of sod , fertilizer ( 2 applications ) , sidewalk sweeping after mowing , mowing , pegging disposal of clippings , water , tools , equipment , labor and all other incidentals necessary . L . Payment shall be made under : Item No . : 575 - 1 - 1 - Sodding ( Bahia) - Per Square Yard w SECTION 00700 SIGNING AND PAVEMENT MARKING A . Signing and pavement marking for traffic control shall conform to the requirements of the Standard Specifications ( 2004 ) , Manual on Uniform Traffic Control Devices , Supplemental Specifications , Roadway and Traffic Design Standards , manufacturers specifications . 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 . TECHNICAL PROVISIONS TP - 11 «. FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc C . All reflective pavement markers shall be 4 " x 4 " SECTION 01000 WATER AND SEWER UTILITIES A . Water Utilities 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 . Relocation of existing fire hydrants shall include the cost of all pipe , fittings , thrust blocks , retaining rods , trenching grading , and incidental items associated with relocation . Pay Item No . 1644 - 800 - Fire Hydrant ( Relocation ) - Each B . Sewer Utilities The sewer utilities for this project shall be constructed per the " Indian River County Technical Specifications " , latest edition . This document can be purchased from Indian River County Utilities . C . Earthwork and Backfill Compaction - All fill must be compacted by hand tamping from under the pipe up to the center line . Backfill shall be compacted in 6 " lifts up to the surface to achieve a minimum compaction of 98 percent of maximum density in roadways and shoulders and 95 percent in easements , in accordance with AASATO T- 180 and D -2167 . D . Ductile Iron Pipe and Fittings ' 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 be Class 52 minimum . All exposed ductile iron pipe shall be Class 53 minimum . 2 . Fittings : All underground fittings shall be either bell and spigot , or mechanical joint . Mechanical joints shall conform to AWWA specification C110 (ANSI 21 . 10-87) , or latest revision . All exposed aboveground fittings shall be flanged joint . 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 . 4 . Flanged Connections : TECHNICAL PROVISIONS TP - 12 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 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 . E . 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 required . F . 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 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 , 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 . TECHNICAL PROVISIONS TP - 13 .. FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 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 . 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 . i . Field Primer / Filed Touch - up : Ply-Tile 520-W-45 - 1 coat , a 2 . 0 -3 . 0 dry mils per coat ii . 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 SECTION 02441 DIRECTIONAL BORING OF HDEP PIPE PART 1 - GENERAL 1 . 01 DESCRIPTION This section includes materials , performance and installation standards , and execution for the installation of HDPE pipe for this project by the directional �. bore . Directional bore may also be refered to as Horizontal Directional Drill ( HDD ) throughout this section . TECHNICAL PROVISIONS TP - 14 ,. FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc The Contractor shall furnish of all labor , materials , equipment and , incidentals required for the horizontal direction drill ( HDD ) installation of high density polyethylene ( HDPE ) pressure pipe , as shown on the Drawings and as specified herein . 1 . 02 SUBMITTALS A . Submit shop drawings in accordance with the General Conditions , and the following : 1 . Submit list and description of materials and equipment to be used . 2 . Prepare and submit project drilling plans for review by the Engineer . This project drilling plans shall include equipment to be used , a description of each drill entry and exit angles , depth of pilot hole at various points along the drill , bend radius of the pipe , pullback monitoring plan , drill fluid disposal plan , drill fluid containment plan , hurricane preparedness plan , safety provisions , and damage prevention provisions . 3 . Calculations signed and sealed by a professional engineer licensed in the state of Florida demonstrating a factor of safety of 2 against buckling and pullback stress for the proposed pipe materials considering the materials , bore hole path , and equipment to be used for this installation . 4 . The project plan and calculations shall be submitted two weeks prior to the commencement of the directional drilling operations . 5 . Submit proposed pressure testing locations for pipe before directional boring . 6 . Submit an accurate record of the crossing location in plan view and profile depth . Record all changes on the contract drawings as work progresses . 7 . Submit affidavit from the pipe manufacture of compliance with referenced standards listed in the latest Indian River County Utility Standards , as applicable . 8 . Certification that the directional drilling Contractor ( or Subcontractor) is licensed to perform the work specified including possession of a State of Florida Underground Utility Contractor' s license , and a State of Florida General Contractor's license . 9 . The Contractor shall submit and demonstrate expertise in trenchless methods by providing a list of four utility references for which similar work has been performed in the last two years . The references should include a name and telephone number where contact can be made to verify the contractor' s capability . The Contractor must provide documentation showing successful completion of the projects used for reference . Conventional trenching experience will not be considered applicable . All supervisory personnel must be adequately trained and shall have at least four (4) years experience in directional boring . The Contractor shall submit the names and resumes of all supervisory field personnel prior to construction . 10 . Submit a list of all equipment to be operated at the site ( s ) and anticipated noise emanation of each . TECHNICAL PROVISIONS TP - 15 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 11 . Submit a flushing and pigging plan for cleaning the pipes after installation , including the specifics of the proposed pig . PART 2 — MATERIALS AND EQUIPMENT 2 . 01 PIPE The pipe material for this installation shall be DIP size HDPE DR - 11 ( minimum ) , as described in the Indian River County Utility Standards . 2 . 02 BOLTS AND NUTS FOR MECHANICAL JOINT CONNECTIONS Refer to Indian River County Utility Standards . 2 . 03 DRILLING FLUID Drilling fluid shall be bentonite and water or a combination of bentonite and polymers and water formulated to move cuttings to the surface and lubricate the pipe during pullback . 2 . 04 DRILL PIPE Drill pipe shall be steel with sufficient strength to withstand the maximum rated pullback and pushing load of the drilling equipment . Drill pipe , tool joints shall be flush and capable of transmitting maximum rated torque of the drilling equipment . 2 . 05 DRILLING EQUIPMENT A . Drilling equipment shall be in good condition and designed and have sufficient power to drill the required length hole , backream , and pull the pipe as shown on the Drawings . B . All equipment including drilling equipment shall be muffled to emanate a maximum noise level of 72 dBA (as defined in ANSI S1 . 4) measured at 10 feet when operating within 100 feet of any residential unit . Measure noise level in accordance with ISO 3740 and 3744 . C . Mixing , pumping , recycling , and holding/separation tanks shall be capable of delivering mixed drilling fluid to the cutting head . Drilling fluids recycling equipment including baffle tanks , shaker screen , de -sanding and de - silting hydro cyclones shall be utilized and designed to minimize spillage and quanities of drilling fluids necessary for these installations . 2 . 06 DOWNHOLE TOOLS A . Cutting heads , backreamers , and hole openers shall be suitable for the soil and rock conditions anticipated by the Contractor . B . Grips , pulling heads , and swivels shall be compatible with the pipe material . Design these components to transmit without distortion the maximum rated pullback force of the equipment used . Grips , pulling heads , and swivels shall be specifically engineered for directional drilling applications . C . Tracking equipment shall be capable of determining the location of the cutting head at depth within ± 1 foot . TECHNICAL PROVISIONS TP- 16 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 2 . 07 BREAK- OUT TOOLS Remote breakout wrenches may either be manual or hydraulic and shall be used to connect or break tool joints forward of the drill rig . Drill rig rotational power shal not be used with remote wrenches to make or break tool joints . 2 . 08 TRACKING SYSTEM Tracking equipment shall be capable of determining the location of the cutting head at +/- 1 % of the depth . PART 3 - EXECUTION 3 . 01 PILOT BORE Construct a pilot bore at the centerline alignment and grade as indicated on the drawings . Circulate drilling fluids to maintain an open bore at all times . If the path of the pilot bore is successfully completed , then proceed with the reaming procedure , and pull the pipe from the end of the HDD path ( exit pit) to the beginning location of the HDD path (entry pit) . If the pilot bore cannot be successfully completed , then do not proceed with the reaming procedure until the owner , Owner's Representative , Engineer , and Contractor have met to discuss alternative options for the pipeline crossing . The pilot bore and reaming procedure shall be controlled by a magnetic survey system including accelerometers , magnetometers , connector wire , and survey probe . The guidance system shall be capable of measuring depth , location , pitch , and roll of the bore and shall be able to indicate depth up to 100 feet . 3 . 02 DRILLING FLUIDS Contain and dispose of the drilling mud in accordance with state and federal regulations and permit conditions . Install erosion and sedimentation control measures including straw bales to prevent drilling mud from spilling out of the entrance/exit pit . Monitor drilling fluids at the surface to avoid excessive downhole pressures . Limit pressures in order to not buckle the surface of the pipe during installation . Clean - up and dispose of any and all fluids that may be released or generated by this construction . 3 . 03 BORE HOLE REAMING AND PIPE INSTALLATION Upon completing the pilot bore and before pulling the drill pipe back through the bore , use oversized reamer as necessary to enlarge the bore to provide sufficient clearance for the pipe pull back . Attach pulling head and swivel and pull the pipe through the reamed hole with the end of the pipe closed to the bore hole . Pull pipe back in one continuous operation to avoid closure of the bore hole . 3 . 04 DELIVERY , TEMPORARY STORAGE , AND HANDLING OF PIPE AT SITE A . Delivery , temporary storage , and handling of the pipe shall be in strict accordance with the recommendations of the manufacturer . B . Before installation , check pipe and fittings for cuts , gouges in excess of 10 % of the wall thickness , buckling , kinking , or splitting . Remove any pipe section TECHNICAL PROVISIONS TP - 17 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc containing defects by cutting out the damaged section in a complete cylinder . 3 . 05 PIPE FUSION Join entire length of pipe to be pulled through bore prior to commencement of pullback operation . If not feasible because of the length of the bore and the size of the staging area , each pipe section or sections may be fused or welded to the previous section during the pull back . Support weight of joined pipe suspended on rollers to minimize pulling forces . 3 . 06 QUALIFICATION OF FUSION OPERATORS A . Each operator performing fusion joining pipe shall be qualified in the use of the manufacturer' s recommended fusion procedure (s) by appropriate training or experience in the use of the fusion procedure , and making a sample joint according to the procedure that passes the following inspections and tests : 1 . The joint shall be visually examined during and after joining and found to have the same appearance as a photograph or sample of an acceptable joint that was joined in accordance with the procedure . 2 . The joint shall be tested or examined by one of the following methods : a . Pressure and tensile test as described in 49 CFR 192 . 283 b . Ultransonic inspection and found to be free of flaws that would cause failure c . Cut into at least three longitudinal straps , each of which is : i . Visually examined and found to be free of voids or unbonded areas on the cut surface of the joint ii . Deformed by bending , torque , or impact and if failure occurs , it must not initiate in the joint area . 3 . 07 PRESSURE TESTING A . Prior to pulling the HDPE pipe through the directional bore hole , the pipe shall be pressurized at 150 psi for two hours and visually inspected for any leakage . The pipe must be fully restrained and shall be allowed to equalize to a common temperature prior to pressure testing . B . Refer to Section 02670 for the testing procedure required after completion of the HDD installation of the HDPE pipe . 3 . 08 INSTALLATION The pipe shall follow the line and grade shown in the drawings . The pipe exit location shall be at the design location shown on the drawings with a tolerance of ±3 feet on line and a tolerance of ±3 feet on grade . TECHNICAL PROVISIONS TP- 18 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc Install the pipe in a manner that does not cause upheaval , settlement , cracking , movement , or distortion of the surface material including retaining walls , and channel bottom . The elevation of the carrier pipe at the location of the connection point of the directional bore shall be 36 " below the natural grade or at the elevation shown on the construction plans and shall be in a horizontal location for ease of connection to continuing mains . Should this not be possible due to the acute angle of the bore , the contractor shall furnish and install appropriate fittings to provide for a horizontal continuation . Contractor shall coordinate with the applicable utility locator to determine the presence , if any , of existing utility lines . 3 . 09 MECHANICAL JOINT ADAPTOR CONNECTIONS All HDPE MJ Adapters ( DIPS ) shall be installed with Back- up Rings , Mechanical Restraint , and stainless steel stiffener that meets AWWA C906 standards . Back- up Rings shall be manufactured of ductile - iron conforming to ASTM A536 - 80 . The gland shall be such that it can replace the standardized mechanical joint gland and can be used with the standardized mechanical joint bell conforming to ANSI/AWWA A21 . 11 /C111 and ANSI /AWWA A21 . 53/C110 of the latest revision . Twist- off nuts , sized same as tee - head bolts , and shall be used to insure proper actuating of restraining devices . The restraint shall be Series 2000PV by EBAA Iron , Inc . or approved equal . 3 . 10 FLUSHING , TESTING AND DISINFECTING Flush and test the pipe in accordance with Section 02670 . SECTION 02670 FLUSHING, TESTING, AND DISINFECTION PART 1 - GENERAL 1 . 01 WORK INCLUDED A . Flushing , Pressure Testing , and Disinfection of all piping systems . B . Contractor shall furnish all necessary pumps , hoses , piping , fittings , meters , gauges , chemicals and labor to conduct specified testing . C . Testing shall be repeated at the Contractor' s expense until satisfactory results are achieved . D . Refer the specific chemical system specification section for additional flushing and testing procedures . 1 . 02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A . Section 1000 — Water and Sewer Utilities B . Section 02441 — Directional Boring of HDPE Pipe . TECHNICAL PROVISIONS TP - 19 F :\Public Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 1 . 03 REFERENCES A . ANSI /AWWA C651 - Standard for Disinfecting Water Mains . . 1 . 04 SUBMITTALS A . Test Reports : Indicate results comparative to specified requirements . Submit two ( 2 ) copies of test results to Engineer in accordance with Submittal specifications . B . Final approval of the bacterial samples shall be received from the Florida Department of Environmental Protection prior to the time that the system is placed into operation . Sampling procedures shall be done in accordance with FDEP requirements . C . Bacteriological sampling locations shall meet FDEP requirements and be taken where shown on the drawings and as directed by the Engineer . D . Flushing and pigging plan to be submitted as described in this section and Section 02441 . 1 . 05 QUALITY ASSURANCE A . Perform Work in accordance with ANSI/AWWA C651 . 1 . 06 REGULATORY REQUIREMENTS A . Conform to applicable Florida DEP requirements for performing the work of this Section . B . Work shall conform to Indian River County Standards . PART 2 - PRODUCTS 2 . 01 DISINFECTION CHEMICALS A . Chemicals : The disinfecting agent shall be sodium hypochlorite solution ANSI/AWWA B303 or liquid chlorine ANSI/AWWA B301 . Dry hypochlorite , similar to " HTH " or equal may also be used as the disinfecting agent . Bleach or Clorox is not acceptable . PART 3 - EXECUTION 3 . 01 EXAMINATION A . Verify that piping systems have been cleaned , inspected , and tested . '. B . Coordinate scheduling of flushing , pressure testing , and disinfection activities with tie - ins , certifications , and sequence of construction . r 3 . 02 FLUSHING AND PRESSURE TESTING - PIPING A . The Contractor shall furnish and install suitable temporary testing plugs or caps for the water lines , all necessary pressure pumps , hose , pipe connections , meters , gauges and other similar equipment , and all labor required , all without additional compensation for conducting pressure and TECHNICAL PROVISIONS TP-20 FAPublic Works\Capital Projects\Oslo Road Lateral J\BID DOCUMENTS\DIVISION 2 - Technical Provisions . doc leakage tests and flushing of the piping . Flushing and pressure testing shall be conducted in the following order . B . After all piping lines have been installed and before pressure testing and final connections to existing equipment , each run of pipe shall be thoroughly flushed so as to remove all debris and foreign matter from the piping and equipment . Clean and flush all piping using potable water . Pigging of piping systems shall be incorporated in to this flushing procedure . Non - abrasive pigs shall be employed to clean the DHPE pipes . Sufficient flushing water and pigging shall be introduced into the piping to produce a discharge that is clear with no evidence of silt or foreign matter is visible . Contractor to provide means of discharging and disposing of water at Contractor's expense . C . Pressure testing ductile iron piping systems : 1 . The test pressure for the water piping , irrigation quality water piping , and force main piping systems constructed of ductile iron shall be 150 psi and this pressure shall be maintained for a period of not less than two hours . Tests shall be made between valves and as far as practicable and as approved by the Engineer . Potable water from the distribution system shall be used . Pressure shall not vary more than five (5 ) psi for piping during the test periods or as approved by the Engineer . Allowable leakage shall be computed on the basis of AWWA C - 600 . 2 . All leaks evident at the surface shall be uncovered and repaired regardless of the total leakage as indicated by the test , and all pipes , valves and fittings and other materials found defective under the test shall be removed and replaced at the Contractor' s expense . Tests shall be repeated until leakage has been reduced below the allowable amount . 3 . In the judgment of the Engineer , should it not be practical to follow the foregoing procedures exactly for any reason , modifications in the procedure shall be made as approved by the Engineer . In any event , the Contractor shall be responsible for the ultimate water tightness of the piping within the preceding requirements . D . Pressure Testing HDPE Piping Systems 1 . The test pressure for all piping systems shall be 150 psi and this pressure shall be maintained for a period of two hours . Testing procedure shall be as follows . a . Completely fill pipe with clean water and remove all air from pipe to be tested . b . Allow water in pipe to equalize with surrounding ground/groundwater for 24 hours . c . Bring pipe being tested to test pressure . TECHNICAL PROVISIONS TP -21 FAPublic Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 2 - Technical Provisions . doc d . Add make - up liquid once per hour to bring pipe back to test pressure over a 3 hour period . e . Immediately following the end of the 3 hour period , begin test of pipe section . Test period is 2 hours . Add make - up fluid at 1 hour and 2 hours to return test section to test pressure . Measure all fluid added . Make - up fluid may not exceed the following : Nominal Pipe Size Allowance for Expansion ( in ) ( Gallons per 100 ft . ) 12 2 . 3 14 2 . 8 16 3 . 3 18 4 . 3 20 5 . 5 22 7 . 0 24 8 . 9 f . All leaks shall be repaired regardless of the total leakage as indicated by the test , and all pipes , valves and fittings and other materials found defective under the test shall be removed and re placed at the Contractor' s expense . Tests shall be repeated until leakage has been reduced below the allowable amount . g . All visible leaks shall be repaired regardless of the total leakage as indicated by the test , and all pipes , valves and fittings and other materials found defective under the test shall be removed and replaced at the Contractor' s expense . Tests shall be repeated until leakage has been reduced below the allowable amount . h . Should , in the judgment of the Engineer , it not be practical to follow the foregoing procedures exactly for any reason , modifications in the procedure shall be made as approved by the Engineer . In any event , the Contractor shall be responsible for the ultimate tightness of the raw watermain within the preceding requirements . 3 . 03 DISINFECTION A . The Contractor shall furnish and install suitable temporary connections to the piping , all necessary pressure pumps , hose , pipe connections , meters , gauges and other similar equipment , and all labor required , all without additional compensation for the disinfection of all required piping systems . Disinfection shall be conducted on the following systems : TECHNICAL PROVISIONS TP -22 FAPublic Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 2 - Technical Provisions . doc 1 . Water main piping and valves . B . Conform to AWWA Standards and as modified herein . C . Maintain disinfectant for a minimum of 8 hours in such a manner that the entire system will be filled with water containing a minimum chlorine concentration of 50 ppm at any point . D . After the disinfecting agents have been permitted to remain for the specified contact periods , the water lines , and valves shall be thoroughly flushed with water until the residual chlorine tests are less than 2 PPM in each instance . The determination of the amount of residual chlorine in the system shall be made at such points and in accord with standard tests by means of a standard orthotolodine test set . 3 . 04 BACTERIOLOGICAL SAMPLING A . It shall be the responsibility of the Contractor under this contract to perform the bacteriological testing required by the Florida Department of Environmental Protection and Indian River County to obtain clearance of the water main piping . The Contractor shall be responsible to disinfect and repeat testing as needed until clearance is obtained for all required plant systems . The Contractor shall be responsible to pay for additional water needed if the bacteriological testing must be repeated for the clearance of the ground storage tank . B . The piping systems require two ( 2 ) consecutive daily samples taken from the locations called out on the plans or as determined by the Engineer . The samples shall be taken at all the respective sample point locations . , C . Sampling must be coordinated with Engineer and other construction activities so as to minimize re -sampling . D . Contractor shall submit schedule for bacteriological testing and pressure tests . E . The Contractor shall incur all costs needed to provide bacteriological clearance of the piping systems . 3 . 11 QUALITY CONTROL A . The laboratory and personnel collecting bacteriological samples shall be Florida State certified in accordance with FDEP requirements . + + END OF SECTION + + TECHNICAL PROVISIONS TP -23 FAPublic Works\Capital Projects\Oslo Road Lateral ABID DOCUMENTS\DIVISION 2 - Technical Provisions . doc Q w � � t � � t t � s � � � � � � a f St . Johns River Water Management District Kirby B. Green III , Executive Director • David W. Fisk, Assistant Executive Director 4049 Reid Street • P. O . Box 1429 • Palatka , FL 32178- 1429 • ( 386) 329 -4500 On the Internet at www. sjrwmd. com. March 23 , 2005 Indian River County 1840 20th St Vero Beach , FL 32960 SUBJECT : Noticed General Permit 400 -061 - 97622 - 1 Dear Sir/Madam : �. The District has received your notice to use a noticed general permit . Based on the submitted information , the proposed activity qualifies for a Noticed General Environmental Resource Permit pursuant to section 40C-400 . 443 , Florida Administrative Code , so long as it is constructed and operated in accordance with that general permit and the general conditions set forth in section 40C -400 . 215 , Florida Administrative Code ( attached) . 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 form , notifies members of the public (third parties) of their rights to challenge the issuance of the general permit . 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 general permit 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 . If you do publish a notice , please submit a copy of the published notice to the District for our records . A copy of your application was transmitted to the U . S . Army Corps of Engineers for review. This authorization to use a noticed general environmental resource permit does not obviate the need for obtaining all necessary permits or approval from other agencies . Sincerely , Gloria Lewis , Director Permit Data Services Division Enclosures : Notice of Rights List of Newspapers for Publication in cc : District Permit File nJ �rr,, a ifJ "U -T�1 L,52) GOVERNING BOARD Ometrias D. Long, CHAIRMAN David G . Graham , VICE CHAIRMAN A. Clay Albright , SECRETARY Duane Ottenstroer, TREASURER APOM , JACKSONVILLE OCALA JACV.> ONVILLE W. Michael Branch John G . Sowinski William Kerr Ann T. Moore Susan N . Hughes -- + FERNANDINA BEACH ORLANDO MELBOURNE BEACH BUNNELL JACKSONVILLE Consultant : Kimley- Horn & Associates , Inc . 601 21 st Street Suite 400 Vero Beach , FL 32960 w d, K. r ,W. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT NOTICED GENERAL ENVIRONMENTAL RESOURCE PERMIT PERMIT NO . 400 - 061 -97622 - 1 DATE ISSUED : March 23 , 2005 ., PROJECT NAME : Oslo Road/Lateral 'J ' Canal Bridge Replacement Plans A PERMIT AUTHORIZING : Replacement of an existing two- lane bridge with a 28 ' x 10 ' pre - cast bridge culvert as per the plans received by the District on February 21 , 2005 . LOCATION : Section ( s ) : 25 Township (s) : 33S Range ( s ) : 39E Indian River County Indian River County 1840 20th St Vero Beach , FL 32960 The District received your notice to use a Noticed General Environmental Resource Permit pursuant to Chapter 40C- 400 , F . A . C . on February 21 , 2005 . Based on the forms , design plans , and other documents submitted with your notice , it appears that the project meets the requirements for a Noticed General Environmental Resource Permit . Any activities performed under a Noticed General Environmental Resource Permit are subject to the general conditions as specified in Section 40C- 400 . 215 , F . A . C . (attached ) . Any deviations from these conditions may subject you to enforcement action and possible penalties . Please be advised that the Noticed General Environmental Resource Permit expires 5 years from the date on which the notice of intent to use a Noticed General Environmental Resource Permit was received by the District . If you wish to continue this noticed general permit beyond the expiration date , you must notify the District at least 30 days prior to the permit expiration date . A copy of your notice also has been sent to the U . S . Army Corps of Engineers ( USACOE ) for review . The USACOE may require a separate permit . Failure to obtain this authorization prior to construction could subject you to enforcement action and possible penalties . AUTHORIZED BY : St . Johns River Water Management District Department of Resource Management By : ( ervice Center Directo aim B John Juilianna " EXHIBIT A " CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 400- 061 -97622- 1 INDIAN RIVER COUNTY DATED MARCH 23 , 2005 1 . The terms , conditions , requirements , limitations , and restrictions set forth in this section are general permit conditions and are binding upon the permittee for all noticed general permits in this chapter . These conditions are enforceable under part 1V of chapter 373 , F . S . 2 , The general permit is valid only for the specific activity indicated , Any deviation from the specified activity and the conditions for undertaking that activity shall constitute a violation of the permit . A violation of the permit is a violation of part IV of chapter 373 , F . S . , and may result in suspension or revocation of the permittee 's right to conduct such activity under the general permit . The District may also begin legal proceedings seeking penalties or other remedies as provided by law for any violation of these conditions . 3 . This general permit does not eliminate the necessity to obtain any required federal , state , local and special district authorizations prior to the start of any construction , alteration , operation , maintenance , removal or abandonment authorized by this permit. 4 . This general permit does not convey to the permittee or create in the permittee any property ,. right , or any 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 general permit and this chapter . 5 . This general permit does not relieve the permittee from liability and penalties when the permitted activity causes harm or injury to : human health or welfare ; animal , plant or aquatic life ; or property . It does not allow the permittee to cause pollution in contravention of Florida Statutes and District rules . 6 . The authorization to conduct activities pursuant to a general permit may be modified , suspended or revoked in accordance with chapter 120 , and section 373 . 429 , F . S . 7 . This permit shall not be transferred to a third party except pursuant to section 40C -4 . 351 , F . A . C . The permittee transferring the general permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to sale , conveyance , or other transfer of ownership or control of the permitted system or the real property at which the permitted system is located . 8 . Upon reasonable notice to the permittee , District staff with proper identification shall have permission to enter, inspect , sample and test the permitted system to insure conformity w with the plans and specifications approved by the permit . 9 . The permittee shall maintain any permitted system in accordance with the plans submitted to the District and authorized by this general permit . 10 . A permittee 's right to conduct a specific noticed activity under this noticed general permit is authorized for a duration of five years . 11 . Construction , alteration , operation , maintenance , removal and abandonment approved by this general permit shall be conducted in a manner which does not cause violations of state water quality standards , including any antidegradation provisions of sections 62 - 4 . 242 ( I ) ( a ) and ( b ) , 62 -4 . 242 (2 ) and ( 3) , and 62 - 302 . 300 , F . A . C . , and any special standards for Outstanding Florida Waters and Outstanding National Resource Waters . The perrmittee shall implement best management practices for erosion , turbidity , and other pollution control to prevent violation of state water quality standards . Temporary erosion control measures such as sodding , mulching , and seeding shall be implemented and shall be maintained on all erodible ground areas prior to and during construction . Permanent erosion control measures such as sodding and planting of wetland species shall be completed within seven days of any construction activity . Turbidity barriers shall be installed and maintained at all locations where the possibility of transferring suspended solids into wetlands or other surface waters exists due to the permitted activity . Turbidity barriers shall remain in place and shall be maintained in a functional condition at all locations until construction is completed and soils - are stabilized and vegetation has been established . Thereafter , the permittee shall be responsible for the removal of the barriers . The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources . 12 . The permittee shall hold and save the District harmless from any and all damages , claims , or liabilities which may arise by reason of the construction , alteration , operation , maintenance , removal , abandonment or use of any system authorized by the general permit . 13 . The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate . 14 . In addition to compliance with the notice provisions of section 40C -400 . 211 , F . A . C . , within 90 days following completion of construction , the permittee will notify by letter the appropriate District office of the date construction activities were completed . 15 . No dredging of access or work channels are authorized by this general permit . 16 . Temporary fill roads shall not be constructed waterward of mean high water or ordinary high . water . 17 . All fill placed in wetlands , other than fill on which a bridge or approach described in paragraph ( 1 ) (a ) is constructed , shall be regraded to the original wetland elevations and these filled wetland areas revegetated with native wetland species endemic to adjoining , undisturbed wetlands , within seven days of completion of construction . Within " clear zones " , as described in Chapter 3 , Roadside Design Manual by American Association of State Highway and Transportation Officials dated October 1988 , hereby incorporated by reference , revegetation shall be with herbaceous species endemic to adjoining , undisturbed wetlands _ These replanted wetland areas shall be maintained , and planted as necessary , to ensure that satisfactory revegetation occurs . For the purposes of this general permit , " satisfactory revegetation " means that the herbaceous wetlands , and forested wetlands within clear zones , that are disturbed by fill shall have achieved not less than 33 percent cover of planted or naturally reestablished herbaceous wetland species within 18 months of completion of construction , and forested wetlands , other than forested wetlands in clear zones , that are disturbed by fill shall achieve a survival rate of not less than 400 wetland trees per acre within 18 months of completion of construction . A maintenance plan must be developed and implemented to ensure the survival of the planted or naturally reestablishing wetland species . Within the revegetated wetland areas , non - native vegetation must be controlled such that it does not constitute more than 10 percent of the areal cover in any stratum at any time for the five year period following the initial planting or restoration of the site . 18 . Hydraulic openings of bridges constructed under paragraph ( 1 ) ( a ) above shall be sufficient to prevent downstream scour , increased downstream water velocities , and increased backwater elevations . 19 . Minimum horizontal and vertical navigational clearances on bridges over navigable waters of the United States shall be established in accordance with procedures outlined in the U . S . Coast Guard Bridge Administration Manual , COMDTINST M16590 . 5 , May 7 , 1982 . 20 . Horizontal and vertical clearances for replacement bridge structures shall meet or exceed those of the bridge being replaced . 21 . Temporary erosion controls for all exposed soils within wetlands and other surface waters shall be completed within seven calendar days of the most recent construction activity . 22 . The fill areas and the banks of the water body shall be stabilized with vegetation or riprap within seven days following completion of slope construction . This stabilization is considered a construction priority and completed fill slopes in wetlands and other surface waters shall not remain unstabilized while other construction continues . 23 . This general permit does not authorize the use of dredged material for roadway construction . 24 . The permittee shall use erosion and sediment control best management practices , including turbidity curtains or similar devices , in strict adherence to these practices as described in Chapter 6 , The Florida Land Development Manual : A Guide to Sound Land and Water Management ( Florida Department of Environmental Regulation , 1988 ) , hereby incorporated by reference , to prevent violations of state water quality standards . 25 . This general permit authorizes dredging and filling for the replacement or modification of a bridge and approaches for a specific crossing of a wetland or other surface water . Any connecting road expansion or alteration associated with such replacement or modification must be authorized by a separate general or individual permit under chapter 40C -4 , 40C -40 , 40C -42 or 40C - 400 , F . A . C . , as applicable , before the start of construction . 26 . This general permit does not authorize replacement or modification of bridges or - . approaches , which involve the construction of additional traffic lanes . 27 . This permit for construction will expire five years from the date of issuance . 28 . 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 . 29 . 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 . The project must be constructed and operated in accordance with the plans and information received by the District on February 21 , 2005 . 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 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 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 . 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 ( 1 0 ) ( 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 ( 1 0 ) ( 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 . 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 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 411 and # 12 , or for Commission review as described in paragraph # 13 , will result in waiver of that right to review . y 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 : Indian River County - 1840 20th St Vero Beach , FL 32960 At 4 : 00 p . m . this 23rd day of March 2005 . Division of Permit D to S rvices Gloria Lewis , DiLeLler M St . Johns River Water Management District Post Office Box 1429 ,. Palatka , FL 32178 - 1429 ( 386) 329 -4152 Permit Number : 400- 061 - 97622 - 1 INDIAN RIVER FARMS WATER CONTROL DISTRICT 4400 20th Street Vero Beach, Florida 32960 (772) 562m2141 APPLICATION FOR CONNECTION TO OR USE OF DISTRICT FACILITIES �Date : 2 / 9 / 05 No . A. Applicant Information : Name : Indian River county Address : 1840 25th Street Vero Beach , FL 32960- 3365 Authorized Agent and Title : Jim Davis , Public Works Director Telephone Number : 567 - 8000 B . Proposed Connection or Use : (check appropriate box or boxes) NON-REFUNDABLE ❑ Culvert connection to District canal for irrigation or drainage $ 100 . 00 ❑ Pump connection to District canal for irrigation or drainage $ 300 . 00 ❑ Culvert and/or control structure in District canal for crossing and/or water storage $ 200 . 00 ® Other (specify) Bridge - Culvert $ 100 . 00 C . Location : Tract Section 13 Township 33S Range 39E Canal No . Other appropriate description : Bridge replacement on Oslo Rd over Lateral J Canal Property I . D . Parcel No . : Attach drawing to show details ( include acreage to be served ) . D. Details of proposed Construction : (Give diameter and length of culvert ; diameter and rated capacity of pump ; height and width of riser or other details on water control structure . ) Replace existing vehicular bridge wite pre- cgst bridge culvert . E. Special Conditie >for District use only) F. Estimated Date of Construction Commencement : 5 / 1 / 05 Estimated Date of Construction Completion : 7 / 1 / 05 G. As the Applicant for permit, I do understand and agree that : 1 . The use of, or construction within , the right-of-way of the Indian River Farms Water Control District will be in accordance with the details of the approved sketch and/or permit conditions shown hereon, supporting this application ; and if any changes are required , same will be cleared with the District. (Continued on Reverse hereof) Signed : Date (� !I CSS Ap cant - - - - - - - - - - - - - - - - - - - - - - - - - - (For District Use Only) Application approved by : for the Indian River Farms Water Control District Application approved by : for Carter Associates, Inc . , Engineer for District Date of approval : - Expiration Date of this approved application: PERMISSION , WHEN GRANTED, WILL BE SUBJECT TO THE STANDARD PROVISOS. SET FORTH ON THE REVERSE HEREOF, SPECIAL CONDITIONS FOR PERMIT NO. 0541 .� 1 . This permit applies to : (A) proposed replacement of existing Oslo Road (5th Street S . W. — County Road No . 606) bridge over Lateral "J" Canal with a precast "Conspan" bridge culvert structure" ; (B ) partial relocation and reconnection of Sub-Lateral J-2 Canal through 60 " diameter R. C . P . culvert into above mentioned bridge culvert structure, and (C) the removal and relocation by directional bore of existing 20 " diameter water main below the new bridge culvert structure, all as shown on plans signed and sealed by Brian Good, P . E . , dated August 13 , 2005 . 2 . All work on this project within the wetted perimeter and banks of District canal involving dewatering activities, blocking or partially blocking of flows within the canals , final grading, stabilization, armoring, etc . shall be performed and completed during the dry season of the year (December through May) . 3 . Floor/invert elevation of bridge culvert structure to be constructed with upstream (south) invert of 8 . 2 and downstream (north) invert of 8 . 3 ( 1929-NGVD) . 4 . In addition to proposed temporary 60" diameter flow through culvert, one or more pumps with a minimum total capacity of 26 , 000 GPM shall be provided/installed at construction site and maintained in fully operational mode (in case of an unusual heavy storm event) to pump water around subject construction site throughout dewatering stage of Phases I, II and III of the project . 5 . In addition to above, during Phase II and III of project, a pump shall be provided/installed in Sub-Lateral J-2 Canal upstream of proposed temporary dam, with minimum capacity of 9 , 000 GPM to pump stormwater discharge around/downstream of subject construction site . 6 . The temporary culvert and sheeting shall be installed as shown in detail of Sheet No . 10 of subject plans, with a maximum top elevation of 17 . 0 ' (NGVD) on proposed sheeting, and maximum elevation of 14 . 0 ' (NGVD) on earthen berm " over temporary 60 " diameter culvert . 7 . In the event of a storm event that exceeds the temporary pump and gravity by- pass culvert conveyance capacity or is deemed a necessity for flood control by a representative of Indian River Farms Water Control District (IRFWCD) , or the County, the contractor shall be prepared to and shall remove the temporary culvert and sheeting immediately following such notification . 8 . As set forth in Standard Proviso No . 1 of this permit, the permittee assumes full responsibility for any construction and operations within the District ' s canal and right-of-way associated with the issuance of this permit including increased tailwater/flood stages upstream of project site, and shall save and hold harmless ,. the District from any expense, loss , damage or claim in regards thereto . J :\IEC\IRF WCD\irfwcd-spec-cond-per# .doc .a 9 . The existing 18 " sanitary force main aerial crossing, and related support structures , of Lateral "J" Canal , located north of proposed new bridge culvert shall be removed and relocated within the headwall structures of the new bridge/culvert structure. 10 . Adequate legal access for passage of heavy canal maintenance equipment from Oslo Road right-of-way to all four quadrants of Lateral "J" right-of-way shall be provided. 11 . For that portion of Sub - Lateral J-2 Canal section to be realigned/relocated (during Phase II bridge-culvert construction) adequate stabilization, including appropriate armoring of newly filled bank section, shall be provided and shall be maintained by the County for a minimum period of one year before acceptance and continued future maintenance by the District . All 12 . Future connection to or use of proposed 72 L . F . of 36" RCP culvert (S - 300), connecting to and running east from proposed new bridge- culvert, will require an additional permit and approval from the District . All J :\MEC\IRF WC D\irfwcd-spec-cond-per# .doc A. jtIVER v z ��'LOR1�A INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT 184025 1h Street — Vero Beach , Florida 32960 TELEPHONE : (772) 567 - 8000 FAX : (772) 778 - 1806 `viA : E-mail and Post October 21 , 2005 Mr . David E . Gunter , Superintendent Indian River Farms Water Control District 4400 20th St Ft . Pierce , Florida 34966 RE : Oslo Road ( CR606)/Lateral "J" Canal Bridge Replacement IRFWCD Permit No . 05 - 81 Dear Mr. Gunter: Thank you for permitting the construction of the bridge replacement on Oslo Road over Lateral "J" Canal . The plans submitted by Kimley-Horn and Associates , Inc . show a temporary 1111nimun-1 pumping capacity of 11 ,000 GPM along with a 60" HDPE_ gravity by-pass culvert . As specified in the Special Conditions for Permit No . 05 - 81 , item no . 4 specifies a 26 , 000 GPM temporary pumping system in addition to the 60" HDPEP gravity by-pass culvert . Indian River County would like to request I to use the 26 ,000 GPM temporary pumping system but reduce the size of the 60" HDPEP gravity by-pass culvert to a 54 " HDPEP gravity by-pass culvert in the hopes that the pipe can be reused . With respect to item no . 9 , whereas IRFWCD would like to see the existing sanitary force main aerial crossing located 130 feet north of the existing bridge , relocated onto the proposed new bridge culvert , Indian River County Capital Projects can not comply with this condition . The aerial crossing is the property of the Indian River County Utilities Department and they are the permit holder for that facility . Please call me at (772) 226- 1510 or Brian Good with Kimley -Horn and Associates at (772) 794- 4083 if you have any questions . 40 Sincerely , Janet B . Dunlap , P . E . Project Engineer, Capital Projects FAPublic Works\Capital Projects\Oslo Road Lateral J\Permits - Oslo Road Lat J\IRFWCD Permit No 05 - 81 Oslo Rd Lateral J Bridge Replacement. doc Indian River County Oslo Road (CR606)/Lateral "J" Canal Bridge Replacement IRFWCD Permit No . 05 - 81 Page 2 October 2128 , 2005 JBD/ cc : Marvin E . Carter, PSM , Principal , Carter Associates , Inc . James W . Davis , P . E . , Public Works Director, Indian River County Eril W . Olson , P .E . , Utilities Director , Indian River County William K . DeBraal , Assistant County Attorney , Indian River County �- Terry B . Thompson , P . E . , Capital Project Manager, Indian River Count Brian Good, P .E. , Project Manager, Kimley - Horn and Associates , Inc . Office File Field Office File F: \Public Works\Capital Projects\Oslo Road Lateral J\Permits - Oslo Road Lat J\IRFWCD Permit No 05 - 81 Oslo Rd Lateral J Bridge Replacement . doc O' HAIRE, QUINN , CANDLER & CASALINO - Attorneys CARTER ASSOCIATES - Surveyors & Engineers INDIAN RIVER FARMS WATER CONTROL DISTRICT 4400 20th Street VERO BEACH , FLORIDA 32966 Phone: (772) 562-2141 w Fax: (772) 562-2532 DAVID E. GUNTER Board of Supervisors Secretary-Treasurer W C . GRAVES, IV SCOTT W. LAMBETH MARK TRIPSON October 21 , 2005 d n n OCT 2 a 2005 Indian River County Public Works Department _ 1840 251h Street CiA � 1TAL PROJEC ! S Vero Beach, Fl 32960 Attn : Janet B . Dunlap , P . E . Dear Ms . Dunlap : This letter is in response to your letter dated October 21 , 2005 regarding the Oslo Road/Lateral "J " Canal Bridge Replacement . As discussed with Terry Thompson, the District will allow the use of a 54 " in place of the 60 " HDPE gravity bypass culvert since the pipe will be useable on the five lane section of Oslo . This should represent a cost savings to Indian River County . Sin rely, David E . Gunter Superintendent DEG/dv