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Home My WebLink About2011-024 h too � J EXecu�d� T� LAGOON GREENWAY - PHASE 1 C d V rJ T CONSTRUCTION AGREEMENT Ap M 1 nl 1S A� o � THIS AGREEMENT made and entered into this day of 120 t i< by and Set, oJ+ between Timothy Rose Contracting, Inc . , hereinafter called the CONTRACTOR, and Indian River County, MU herein called the OWNER . WITNESSED : That whereas , the OWNER and the CONTRACTOR for the consideration hereinafter named, agree as set forth below : Article 1 . SCOPE OF WORK As per specifications of the Contract Documents for Indian River Lagoon Greenway - Phase 1 prepared by Knight, McGuire & Associates , Inc . for the Indian River Land Trust, in partnership with OWNER, such Contract Documents attached as Exhibit A to this Agreement, and in accordance with the following estimated construction costs (per CONTRACTOR ' S bid) ; LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM No. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 .00 ROAD RESURFACING 1 . 10 Mobilization 0.65 AC $ 3 , 000 . 00 $ 11950 - 00 _ 1 .20 Clearing Costs (small trees and underbrush) 0.65 AC $ 2 , 500 . 00 $ 11625 . 00 _ 1 .30 Rough Grading and Strip 6 in 0.25 AC $ 4 , 800 . 00 $ 11200 . 00 - 1 . 40 6" of Shell Rock for Parking / Vehicular Access 711 .00 SY $ 8 . 49 $ 61 036 . 39 - 1 . 50 Concrete apron and H .C . parking area 29. 10 CY $ 181 . 00 $ 51267 . 10 - 1 . 55 Concrete Curb Sawcut and Remove 63.00 LF $ 8 . 00 $ 504 . 00 - 1 .60 Railroad Ties - Curb Stops 17.00 EA $ 25 . 00 $ 425 . 00 - 1 .65 Concrete Curb Stops for H .C. Parking 2.00 EA $ 20 . 00 $ 40 . 00 - 1 .70 Signage and Striping includes removal of existing striping) 1 .00 LS $ 900 . 00 $ 900 . 00 - 1 .80 6' high AI-coated steel chain link fence 20.00 LF $ 22 . 00 $ 440 . 00 - 1 .85 Construction Fence 614.00 LF $ 1 . 00 $ 614 . 00 - 1 .90 6' High chain link gate - 15' wide 2.00 EA $ 1 , 035 . 00 $ 2 , 070 . 00 - 2 .00 Monument Entry Sin 1 .00 EA $ 3 , 000 . 00 $ 31000 . 00 - 2. 10 Road Way Sign 1 .00 EA $ 11 o . o o $ 11 o . o o - 2 .20 5' Wide Sidewalk - 4" Thick Concrete 76.00 LF $ 2 . 90 $ 220 . 40 - 2.30 Landscaping Costs 1 .00 LS $ 800 . 00 $ 800 . 00 - 2 .32 Sodding of swale/disturbed areas 2W0.00 SF $ 0 . 15 $ 300 . 00 - 2 . 35 Tree Removal 1 :00 EA $ 650 . 00 $ 650 . 00 - 2.40 Information Kiosks. 1 .00 EA $ 2 , 500 . 00 $ 21 500 . oo - 2. 50 Trail Signs 4.00 EA $ loo . oo $ 400 . 00 - 2.60 Picnic Tables 2.00 EA $ 400 . 00 $ 800 . 00 - 2.70 Garbage Can 4. 00 EA $ 50 . 00 $ 200 . 00 - 2.80 Bike Rack 1 . 00 EA 600 . 00 $ 600 . 00 - Sub-Total $ 30 651 . 89 - 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 ,JOB $ 850 . 00 $ 850 . 00 - 2.30 Surveyor - Construction Staking 1 LS $ 1 , 00 () . 0C) - Sub-Total $ 1 , 8S0 , 00 - Grand Total $ - - 1 - A1 ' ( QJe,cY I LAGOON GRE ENWAY - PHASE 1 CONSTRUCTION AGREEMENT Ap M 1 pi iS Afio THIS AGREEMENT made and entered into this day of �Jakt, yL 1201 by and Sec oJ-, - between Timothy Rose Contracting, Inc . , hereinafter called the CONTRACTOR, and Indian River County, - herein called the OWNER . WITNESSED : That whereas , the OWNER and the CONTRACTOR for the consideration hereinafter named , agree as set forth below : Article 1 . SCOPE OF WORK As per specifications of the Contract Documents for Indian River Lagoon Greenway - Phase 1 prepared by Knight , McGuire & Associates , hie . for the Indian River Land Trust, in partnership with OWNER, such Contract Documents attached as Exhibit A to this Agreement, and in accordance with the following estimated construction costs (per CONTRACTOR ' S bid) ; LAGOON GREENWAY - PHASE I ESTIMATED CONSTRUCTION COSTS ITEM No. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 .00 ROAD RESURFACING 1 . 10 Mobilization 0.65 AC $ 3o000 . 00 $ 11 950 . 00 - 1 .20 Clearing Costs (small trees and underbrush) 0.65 AC $ 2 , 500 . 00 $ 11625 . 00 - 1 .30 Rough Grading and Strip 6 in 0.25 AC $ 4 , 800 . 00 $ 11200 . 00 - 1 .40 6" of Shell Rock for Parking / Vehicular Access 711 . 00 SY $ 8 . 49 $ 61 036 . 39 - 1 .50 Concrete apron and H .C . parking area 29 . 10 CY $ 181 . 00 $ 51267 . 10 - 1 .55 Concrete Curb Sawcut and Remove 63 .00 LF $ 8 . 00 $ SO4 . 00 - 1 .60 Railroad Ties - CurbSto s 17.00 EA $ 25 . 00 $ 425 . 00 - 1 .65 Concrete Curb Stops for H.C. Parking 2.00 EA $ 20 . 00 $ 40 . 00 - 1 .70 Signage and Striping includes removal of existing striping) 1 .00 LS $ 9 o o . o o $ 9 o o . o o - 1 .80 6' high AI-coated steel chain link fence 20.00 LF $ 22 . 00 $ 440 . 00 - 1 .85 Construction Fence 614.00 LF $ 1 . 00 $ 614 . 00 - 1 .90 6' High chain link gate - 15' wide 2.00 EA $ 11035 . 00 $ 2 , 070 . 00 - 2.00 Monument Entry Sin 1 .00 EA $ 3 , 000 . 00 $ 31000 . 00 - 2. 10 Road Way Sign 1 .00 EA $ 11 o . o o $ 110 . 00 - 2 .20 5' Wide Sidewalk - 4" Thick Concrete 76.00 LF $ 2 . 90 $ 220 . 40 - 2 .30 Landscaping Costs 1 .00 LS $ 8 o o . o o $ e o o . o o - 2 . 32 Sodding of Swale/disturbed areas 200000 SF $ 0 . 15 $ 300 . 00 - 2 . 35 Tree Removal 1 :00 EA $ 650 . 00 $ 650 . 00 - 2.40 Information Kiosks 1 . 00 EA $ 2 , 500 . 00 $ 2 , Soo . 00 - 2.50 Trail Signs 4. 00 EA $ 100 . 00 $ 400 . 00 - 2. 60 Picnic Tables 2. 00 EA $ 400 . 00 $ 800 . 00 - 2. 70 lGarbage Can 4. 00 EA $ 50 . 00 $ 200 . 00 - 2 . 80 jBike Rack 1 .00 EA 600 . 00 $ 600 . 00 - Sub-Total $ 30 , 6 51 . 8 9 - 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 ,JOB $ 850 . 00 $ 850 . 00 - 2.30 Surveyor - Construction Staking 1 LS $ 1 , 200 , op $ 1 , 0 () () . 00 - Sub-Total $ 1 , 8 - Grand Total $ - - 1 - In accordance with the Florida Prompt Payment Act , after receipt of the ENGINEER ' S final acceptance by the OWNER, the OWNER shall make payment to the CONTRACTOR in the full amount. PAYMENT of the lump sum amount and acceptance of such payment by the CONTRACTOR shall release the OWNER from all claims or liabilities to the CONTRACTOR in connection with this Contract . Article 6. THE CONTRACT DOCUMENTS The General Conditions, Special Conditions, Specifications , Bid Documents, Insurance Requirements (Exhibit A) , Bonds , and the Drawings, together with this Agreement, form the Contract, and are fully a part of this Contract as if included herein. Article 7. VENUE 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 agreement shall be in Indian River County, Florida, or in the event of federal jurisdiction, in the United States District Court for the Southern District of Florida . (Contractor) (Owner) Timothy Rose Contracting, Inc . 10?4f , •Indian River County, Florida 1360 Old Dixie Hwy •`��a'•'''� � • • •' SW Suite 106 • '�:S' �ard of County Commissioners Vero Beach, FL 32962 ;:?: :,1 1 27`h Street, Building A Beach, FL 32960 • t imothy W . Ros , . President °•,;�Lp�ANRR �p� seph A. aird, County Administrato *��+r+rrrr+ rr +•• * thority to approve this item is established b Ordinance 2005 -025 Witnessed by: Attest: J . Barton, Cle k Deputy Clerk Approved as to Form and Legal Suffi iency • William K. eBraal Deputy County Attorney . 3 - CONTRACTOR, as an independent CONTRACTOR and not as an employee, shall furnish, for the sum of Thirty Two Thousand Seven Hundred One and 89/ 100 Dollars ($ 32 , 701 . 89) , all of the necessary labor, material , and equipment to perform the work described in accordance with the Contract Documents . Article 2 . TIME OF COMPLETION Time of completion shall be 120 Days from receipt of the Notice to Proceed . Article 3 . GENERAL The CONTRACTOR hereby certifies that he has read every clause of the Contract Documents and that he has made such examination of the location of the proposed work as is necessary to understand fully the nature of the obligation herein made ; and shall complete the same the time limit specified herein in accordance with the plans and specifications . The OWNER and CONTRACTOR agree to maintain records , invoices , and payments for the work. The CONTRACTOR shall provide Performance Bonds for all work in this Agreement . All work under this Contract shall be done to the satisfaction of the OWNER, who shall in all cases determine the amount , quality, fitness , and acceptability of the several kinds of work and materials which are to be paid for hereunder, and shall decide all questions which may arise as to fulfillment of the Contract on the part of the CONTRACTOR, and his decision thereon shall be final and conclusive ; and such determination and decision, in case any question shall arise, shall be a condition precedent to the right of the CONTRACTOR to receive any money hereunder. Any clause or section of this contract or specification which may for any reason be declared invalid by a court of competent jurisdiction, including appeal, if any, may be eliminated therefrom; and the intent of this Contract and the remaining portion thereof will remain in full force and effect as though such invalid clause or section has not been incorporated therein . Article 4 . QUANTITIES AND PRICES The Owner shall pay the CONTRACTOR for all work included and completed in accordance with this Contract, based on the items of work set forth in the CONTRACTOR ' S Bid Form. Article 5. ACCEPTANCE AND FINAL PAYMENT When the work provided for under this contract has been completed , in accordance with the terms thereof, that a lump sum payment request in the amount of such work shall be prepared by the CONTRACTOR, and filed with the OWNER within fifteen days after the date of completion . The final estimate shall be accompanied by a Certificate of Acceptance issued by the ENGINEER, stating that the work has been completed to his satisfaction, in compliance with the Contract . The Certificate of Acceptance shall not be issued until completed As-built drawings of the actual construction have been furnished to the OWNER and verified . - 2 - 4 • i { f. TABLE OF CONTENTS NOTICE TO CONTRACTORS NC- 1 INSTRUCTION TO BIDDERS IB- 1 thru IB-2 PROPOSAL P- 1 thru P-2 GENERAL CONDITIONS GC- 1 thru GC- 13 SPECIAL PROVISIONS SP- 1 thru SP-6 CONTRACTOR ' S REQUEST FOR PAYMENT FORMS PR- 1 thru PR-4 TECHNICAL SPECIFICATIONS Appendix A LOCATION MAP Appendix B REGULATORY REQUIREMENTS AND NOTIFICATION Appendix C 'I 1 I i f I i I I - i 4 CONTRACTOR, as an independent CONTRACTOR and not as an employee, shall furnish, for the sum of Thirty Two Thousand Seven Hundred One and 89/ 100 Dollars ($ 32 , 701 . 89) , all of the necessary labor, material , and equipment to perform the work described in accordance with the Contract Documents . Article 2 . TIME OF COMPLETION Time of completion shall be 120 Days from receipt of the Notice to Proceed . Article 3 . GENERAL The CONTRACTOR hereby certifies that he has read every clause of the Contract Documents and that he has made such examination of the location of the proposed work as is necessary to understand fully the nature of the obligation herein made ; and shall complete the same the time limit specified herein in accordance with the plans and specifications . The OWNER and CONTRACTOR agree to maintain records , invoices , and payments for the work. The CONTRACTOR shall provide Performance Bonds for all work in this Agreement . All work under this Contract shall be done to the satisfaction of the OWNER, who shall in all cases determine the amount , quality, fitness , and acceptability of the several kinds of work and materials which are to be paid for hereunder, and shall decide all questions which may arise as to fulfillment of the Contract on the part of the CONTRACTOR, and his decision thereon shall be final and conclusive ; and such determination and decision, in case any question shall arise, shall be a condition precedent to the right of the CONTRACTOR to receive any money hereunder. Any clause or section of this contract or specification which may for any reason be declared invalid by a court of competent jurisdiction, including appeal, if any, may be eliminated therefrom; and the intent of this Contract and the remaining portion thereof will remain in full force and effect as though such invalid clause or section has not been incorporated therein . Article 4 . QUANTITIES AND PRICES The Owner shall pay the CONTRACTOR for all work included and completed in accordance with this Contract, based on the items of work set forth in the CONTRACTOR ' S Bid Form. Article 5. ACCEPTANCE AND FINAL PAYMENT When the work provided for under this contract has been completed , in accordance with the terms thereof, that a lump sum payment request in the amount of such work shall be prepared by the CONTRACTOR, and filed with the OWNER within fifteen days after the date of completion . The final estimate shall be accompanied by a Certificate of Acceptance issued by the ENGINEER, stating that the work has been completed to his satisfaction, in compliance with the Contract . The Certificate of Acceptance shall not be issued until completed As-built drawings of the actual construction have been furnished to the OWNER and verified . - 2 - CONTRACTOR, as an independent CONTRACTOR and not as an employee, shall furnish , for the sum of Thirty Two Thousand Seven Hundred One and 89/ 100 Dollars ($32 , 701 . 89) , all of the necessary labor, material , and equipment to perform the work described in accordance with the Contract Documents . Article 2 . TIME OF COMPLETION Time of completion shall be 120 Days from receipt of the Notice to Proceed . Article 3 . GENERAL The CONTRACTOR hereby certifies that he has read every clause of the Contract Documents and that he has made such examination of the location of the proposed work as is necessary to understand fully the nature of the obligation herein made ; and shall complete the same the time limit specified herein in accordance with the plans and specifications . The OWNER and CONTRACTOR agree to maintain records, invoices , and payments for the work. The CONTRACTOR shall provide Performance Bonds for all work in this Agreement . All work under this Contract shall be done to the satisfaction of the OWNER, who shall in all cases determine the amount , quality, fitness, and acceptability of the several kinds of work and materials which are to be paid for hereunder, and shall decide all questions which may arise as to fulfillment of the Contract on the part of the CONTRACTOR, and his decision thereon shall be final and conclusive; and such determination and decision, in case any question shall arise, shall be a condition precedent to the right of the CONTRACTOR to receive any money hereunder. Any clause or section of this contract or specification which may for any reason be declared invalid by a court of competent jurisdiction, including appeal, if any, may be eliminated therefrom; and the intent of this Contract and the remaining portion thereof will remain in full force and effect as though such invalid clause or section has not been incorporated therein . Article 4. QUANTITIES AND PRICES The Owner shall pay the CONTRACTOR for all work included and completed in accordance with this Contract, based on the items of work set forth in the CONTRACTOR ' S Bid Form . Article 5. ACCEPTANCE AND FINAL PAYMENT When the work provided for under this contract has been completed, in accordance with the terms thereof, that a lump sum payment request in the amount of such work shall be prepared by the CONTRACTOR, and filed with the OWNER within fifteen days after the date of completion . The final estimate shall be accompanied by a Certificate of Acceptance issued by the ENGINEER, stating that the work has been completed to his satisfaction, in compliance with the Contract . The Certificate of Acceptance shall not be issued until completed As-built drawings of the actual construction have been furnished to the OWNER and verified. - 2 - In accordance with the Florida Prompt Payment Act, after receipt of the ENGINEER ' S final acceptance by the OWNER, the OWNER shall make payment to the CONTRACTOR in the full amount . PAYMENT of the lump sum amount and acceptance of such payment by the CONTRACTOR shall release the OWNER from all claims or liabilities to the CONTRACTOR in connection with this Contract . Article 6. THE CONTRACT DOCUMENTS The General Conditions , Special Conditions , Specifications, Bid Documents , Insurance Requirements (Exhibit A) , Bonds , and the Drawings , together with this Agreement , form the Contract, and are fully a part of this Contract as if included herein . Article 7 . VENUE 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 agreement shall be in Indian River County, Florida, or in the event of federal jurisdiction, in the United States District Court for the Southern District of Florida . (Contractor) (Owner) Timothy Rose Contracting, Inc . ° °' E'p�S@��jIndian River County, Florida 1360 Old Dixie Hwy SW, Suite 106 ° °�®>• too. �oard of County Commissioners Vero Beach, FL 32962 0 :;• •%.18 1 27 `k' Street, Building A Beach FL 32960 %' ems • # k�'` s 5 ge p 0 0 00 too0 imothy W . Ros , President °o�OjA �0� seph A. gird, County Administrato °paaaaaanaanaa * � thority to approve this item is established ++ � 14 b Ordinance 2005 -025 Witnessed by : tX Attest : J . Barton;VA,cr� Deputy Clerk Approved as to Form and Legal Suffi iency • William K . eBraal Deputy County Attorney . 3 - Exhibit A CONTRACT DOCUMENTS Indian River Lagoon Greenway - Phase 1 Prepared By : Knight, McGuire & Associates , Inc . 80 Royal Palm Pointe, Suite 401 Vero Beach , FL 32960 Phone : ( 772 ) 569 -5505 PROJECT ENGINEER OWNER REPRESENTATIVE Knight, McGuire & Associates , Inc. Indian River Land Trust 80 Royal Palm Pointe, Suite 401 Suite 301 , Vero Beach , FL 32960 80 Royal Palm Pointe ( 772) 569-5505 Vero Beach , FL 32960 ( 772) 794-0701 CIVIL ENGINEER' S NOTICE TO CONTRACTORS Site Work for: Indian River Lagoon Greenway — Phase 1 Bids will be received on October 29th 2010 at the office of Knight , McGuire & Associates , Inc. The work for which this proposal is to be submitted consists of furnishing all labor, material and equipment to construct site improvements as depicted in the construction plans , titled : Construction Plans for Hammock Lakes Phase III , Bid Set . The works is tentatively scheduled as follows : Notice to Proceed issued on or before : November 10th 2010 Substantial Completion , on or before : January 15 2011 Final Completion , on or before : March 2011 All materials furnished and all work performed shall be in accordance with plans , specifications , and contract documents pertaining thereto , which may be obtained at the office of the Engineer , Knight , McGuire & Associates , Inc . , 80 Royal Palm Pointe , Suite 401 , Vero Beach , Florida . All work shall be performed in accordance with approved plans , permit conditions and applicable specifications ( i , e . Department of Environmental Protection , Indian River County , Florida Department of Transportation Standard Specifications (latest edition ) , St . Johns River Water Management District permit , NPDES) , etc . NC- 1 I INSTRUCTIONS TO BIDDERS 1 . SEALED PROPOSALS - Sealed proposals will be received at the time and place designated in the " Notice to Contractors . " 2 , DEFINITION OF TERMS - Where the following terms or their pronouns occur herein , the intent and meaning shall be as follows : , Owner: Indian River Land Trust , Suite 301 , 80 Royal Palm Pointe , Vero Beach 32960 Engineer: Knight , McGuire & Associates , Inc. , 80 Royal Palm Pointe , Suite 401 , Vero Beach , FL 32960 , (772 ) 569 -5505 (Civil Engineer) . Bidder: Any person , firm or corporation submitting a bid for the work covered by these specifications , or his duly authorizedrepresentative . Contractor: The person , firm or corporation with whom the Owner has executed a contract for the work herein specified or his duly authorized representative . 3 . PROPOSAL GUARANTY - Refer to Owners Requirements . 4 , DELIVERY OF PROPOSAL - All bids , whether mailed or delivered in person shall be submitted in sealed envelopes , bearing on the outside the name of the bidder and his address , and clearly marked : " Proposal — Indian River Lagoon Greenway" 5 . PROPOSAL FORMS - The bidder shall submit his proposal in duplicate on the forms , or an exact copy of the forms , furnished herewith . The blank spaces shall be filled in correctly for each item and for every item for which a bid is submitted . The bidder shall state the price , typewritten or written in ink for which he proposes to do each item of work called for. 6 . SIGNATURE ON PROPOSAL - The bidder shall sign his proposal correctly . If an individual makes the proposal , his name and address shall be shown . If made by a firm or partnership , the name and post office address of each member of the firm or partnership shall be shown . If made by a corporation , the person signing the proposal shall show the name of the state under the laws of which the corporation was chartered , also the names and business addresses of its president, secretary and treasurer. The proposal shall bear the seal of the corporation attested by the secretary. Anyone signing the proposal as the agent shall file with the proposal legal evidence of his authority to do so . 7 . FAMILIARITY WITH LAWS - The bidder is assumed to be familiar with all federal , state and local laws , ordinances , rules and regulations that in any manner affect the work. Failure to familiarize himself with applicable laws will in no way relieve him from responsibility. , IB- 1 4 • i { f. TABLE OF CONTENTS NOTICE TO CONTRACTORS NC- 1 INSTRUCTION TO BIDDERS IB- 1 thru IB-2 PROPOSAL P- 1 thru P-2 GENERAL CONDITIONS GC- 1 thru GC- 13 SPECIAL PROVISIONS SP- 1 thru SP-6 CONTRACTOR ' S REQUEST FOR PAYMENT FORMS PR- 1 thru PR-4 TECHNICAL SPECIFICATIONS Appendix A LOCATION MAP Appendix B REGULATORY REQUIREMENTS AND NOTIFICATION Appendix C 'I 1 I i f I i I I - i 4 Exhibit A CONTRACT DOCUMENTS Indian River Lagoon Greenway - Phase 1 Prepared By : Knight, McGuire & Associates , Inc . 80 Royal Palm Pointe, Suite 401 Vero Beach , FL 32960 Phone : ( 772) 569 -5505 PROJECT ENGINEER OWNER REPRESENTATIVE Knight, McGuire & Associates , Inc. Indian River Land Trust 80 Royal Palm Pointe, Suite 401 Suite 301 , Vero Beach , FL 32960 80 Royal Palm Pointe ( 772) 569-5505 Vero Beach , FL 32960 ( 772 ) 7944701 In accordance with the Florida Prompt Payment Act , after receipt of the ENGINEER ' S final acceptance by the OWNER, the OWNER shall make payment to the CONTRACTOR in the full amount. PAYMENT of the lump sum amount and acceptance of such payment by the CONTRACTOR shall release the OWNER from all claims or liabilities to the CONTRACTOR in connection with this Contract . Article 6. THE CONTRACT DOCUMENTS The General Conditions, Special Conditions, Specifications , Bid Documents, Insurance Requirements (Exhibit A) , Bonds , and the Drawings, together with this Agreement, form the Contract, and are fully a part of this Contract as if included herein. Article 7. VENUE 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 agreement shall be in Indian River County, Florida, or in the event of federal jurisdiction, in the United States District Court for the Southern District of Florida . (Contractor) (Owner) Timothy Rose Contracting, Inc . 10?4f , •Indian River County, Florida 1360 Old Dixie Hwy •`��a'•'''� � • • •' SW Suite 106 • '�:S' �ard of County Commissioners Vero Beach, FL 32962 ;:?: :,1 1 27`h Street, Building A Beach, FL 32960 • t imothy W . Ros , . President °•,;�Lp�ANRR �p� seph A. aird, County Administrato *��+r+rrrr+ rr +•• * thority to approve this item is established b Ordinance 2005 -025 Witnessed by: Attest: J . Barton, Cle k Deputy Clerk Approved as to Form and Legal Suffi iency • William K. eBraal Deputy County Attorney . 3 - 4 • i { f. TABLE OF CONTENTS NOTICE TO CONTRACTORS NC- 1 INSTRUCTION TO BIDDERS IB- 1 thru IB-2 PROPOSAL P- 1 thru P-2 GENERAL CONDITIONS GC- 1 thru GC- 13 SPECIAL PROVISIONS SP- 1 thru SP-6 CONTRACTOR ' S REQUEST FOR PAYMENT FORMS PR- 1 thru PR-4 TECHNICAL SPECIFICATIONS Appendix A LOCATION MAP Appendix B REGULATORY REQUIREMENTS AND NOTIFICATION Appendix C 'I 1 I i f I i I I - i 4 CIVIL ENGINEER' S NOTICE TO CONTRACTORS Site Work for: Indian River Lagoon Greenway — Phase 1 Bids will be received on October 29th 2010 at the office of Knight , McGuire & Associates , Inc. The work for which this proposal is to be submitted consists of furnishing all labor, material and equipment to construct site improvements as depicted in the construction plans , titled : Construction Plans for Hammock Lakes Phase III , Bid Set . The works is tentatively scheduled as follows : Notice to Proceed issued on or before : November 10th 2010 Substantial Completion , on or before : January 15 2011 Final Completion , on or before : March 2011 All materials furnished and all work performed shall be in accordance with plans , specifications , and contract documents pertaining thereto , which may be obtained at the office of the Engineer , Knight , McGuire & Associates , Inc . , 80 Royal Palm Pointe , Suite 401 , Vero Beach , Florida . All work shall be performed in accordance with approved plans , permit conditions and applicable specifications ( i , e . Department of Environmental Protection , Indian River County , Florida Department of Transportation Standard Specifications (latest edition ) , St . Johns River Water Management District permit , NPDES) , etc . NC- 1 8 . EXAMINATION OF SPECIFICATIONS AND SITE OF WORK - The bidder is required , before submitting his proposal , to visit the site of the proposed work and familiarize himself with the nature and extent of the work and any local conditions that may in any manner affect the work to be done and the equipment, materials and labor required . He is also required to examine carefully the specifications , the Proposal , Performance Bond and to inform himself thoroughly regarding all conditions and requirements that may in any manner affect the work to be performed under this contract . 9 . QUALIFICATIONS OF BIDDER - The qualifications of each bidder shall be determined by the Owner and Engineer prior to the opening of the bid . Each Contractor will be selected to submit a bid . Bid invitation shall not be extended to the public . 10 , DISQUALIFICATION OF BIDDER — At the sole judgement of the owner: more than one bid from an individual , firm , partnership , corporation or association under the same or different names , will not be considered . Reasonable grounds for believing that the bidder is financially interested in more that one proposal for the same work will cause the rejection of all proposals in which such bidders are believed to be interested . Any or all proposals will be rejected if there is reason to believe that collusion exists among the bidders and no participants in such collusion will be considered in future proposals for the same work . Proposals in which prices are obviously unbalanced will be rejected . 11 . RIGHT TO REJECT PROPOSAL - Right is reserved to reject any or all proposals and to waive technical errors and informalities . 12 . EXECUTION OF CONTRACT - Immediately following the passage of a resolution by the Owner awarding the contract to be executed by the parties , which contract will be in Contract Documents which will be attached to the various papers which were delivered by the Owner , or his representative , to the bidder in the first instance . The bidder shall fully execute the Contract Documents after which the Owner will execute the contract , it being distinctly agreed and understood that the Owner will not be bound unless and until the contract has been executed by its duly authorized and elected officers . The Performance and Payment Bonds shall be executed by a fully authorized surety , licenses by the State of Florida . FAILURE TO EXECUTE THE CONTRACT - The failure on the part of the successful bidder to execute the contract as required will be just cause for the annulment of the award . 14 . BID MODIFICATIONS - Bid modifications will be received from bidders prior to opening of first bid . Modifications may be telegraphic or in other written or printed form . 15 . OWNER' S RIGHT TO MAKE DECISION - The Owner reserves the right to make any combination of items bid to determine the low bidder. 16 . LIQUIDATED DAMAGES — Penalties for completion will be determined at the time of contract negotiations . IB-2 PROPOSAL Indian River Lagoon Greenway — Phase 1 Proposal of to furnish all materials and to do and perform all work in accordance with the contract documents attached hereto . TO : Indian River Land Trust Suite 301 , 80 Royal Palm Pointe Vero Beach , FL 32960 (772 ) 794-0701 Gentlemen : The undersigned bidder has carefully examined the contract documents , the site of the work and is familiar with the nature and extent of the work and any local conditions that may in any manner affect the work to be done and the equipment , materials and labor required . The undersigned agrees to do all the work and furnish all equipment called for by said plans and specifications , in the manner prescribed thereon , in accordance with the contract documents and to the standards of quality and performance established by the Engineer, for the unit prices stated in the Schedule of Bid items hereinafter set forth for each of the items stipulated . It is understood that the quantities shown in the schedule are approximate only , subject to increase or decrease and for the purpose of bid comparisons for determination of low bidder. It is further understood that payment will be in accordance with actual quantities placed in the construction as more specifically provided in the Special Provisions and Detailed Specifications included as a part of the contract i documents . The undersigned also agrees as follows : 1 . To do any extra work not covered by the Schedule of Bid Items , which may be ordered by the Engineer upon authorization of the Owner. To accept as full compensation , therefore , such prices as may be agreed upon in writing by the Engineer , and the Contractor, in accordance with Article 15 , " General Conditions" . 2 . To execute the contract within ten ( 10) days from the date of acceptance of this proposal . 3 . To begin work with ten ( 10 ) calendar days after the date of receipt by him of Notice to Proceed , and to substantially complete the work not later than one hundred fifty ( 150 ) calendar days after receipt of Notice to Proceed and be complete within one hundred eighty ( 180 ) days . 4 . To reimburse the Owner , as liquidated damages for each calendar day elapsing between the date herein specified as the date of full completion and the actual date of such fully completion of the contract work the amount of two hundred fifty dollars ($ 250. 00 ) per P - 1 I INSTRUCTIONS TO BIDDERS 1 . SEALED PROPOSALS - Sealed proposals will be received at the time and place designated in the " Notice to Contractors . " 2 , DEFINITION OF TERMS - Where the following terms or their pronouns occur herein , the intent and meaning shall be as follows : , Owner: Indian River Land Trust , Suite 301 , 80 Royal Palm Pointe , Vero Beach 32960 Engineer: Knight , McGuire & Associates , Inc. , 80 Royal Palm Pointe , Suite 401 , Vero Beach , FL 32960 , (772 ) 569 -5505 (Civil Engineer) . Bidder: Any person , firm or corporation submitting a bid for the work covered by these specifications , or his duly authorizedrepresentative . Contractor: The person , firm or corporation with whom the Owner has executed a contract for the work herein specified or his duly authorized representative . 3 . PROPOSAL GUARANTY - Refer to Owners Requirements . 4 , DELIVERY OF PROPOSAL - All bids , whether mailed or delivered in person shall be submitted in sealed envelopes , bearing on the outside the name of the bidder and his address , and clearly marked : " Proposal — Indian River Lagoon Greenway" 5 . PROPOSAL FORMS - The bidder shall submit his proposal in duplicate on the forms , or an exact copy of the forms , furnished herewith . The blank spaces shall be filled in correctly for each item and for every item for which a bid is submitted . The bidder shall state the price , typewritten or written in ink for which he proposes to do each item of work called for. 6 . SIGNATURE ON PROPOSAL - The bidder shall sign his proposal correctly . If an individual makes the proposal , his name and address shall be shown . If made by a firm or partnership , the name and post office address of each member of the firm or partnership shall be shown . If made by a corporation , the person signing the proposal shall show the name of the state under the laws of which the corporation was chartered , also the names and business addresses of its president, secretary and treasurer. The proposal shall bear the seal of the corporation attested by the secretary. Anyone signing the proposal as the agent shall file with the proposal legal evidence of his authority to do so . 7 . FAMILIARITY WITH LAWS - The bidder is assumed to be familiar with all federal , state and local laws , ordinances , rules and regulations that in any manner affect the work. Failure to familiarize himself with applicable laws will in no way relieve him from responsibility. , IB- 1 CIVIL ENGINEER' S NOTICE TO CONTRACTORS Site Work for: Indian River Lagoon Greenway — Phase 1 Bids will be received on October 29th 2010 at the office of Knight , McGuire & Associates , Inc. The work for which this proposal is to be submitted consists of furnishing all labor, material and equipment to construct site improvements as depicted in the construction plans , titled : Construction Plans for Hammock Lakes Phase III , Bid Set . The works is tentatively scheduled as follows : Notice to Proceed issued on or before : November 10th 2010 Substantial Completion , on or before : January 15 2011 Final Completion , on or before : March 2011 All materials furnished and all work performed shall be in accordance with plans , specifications , and contract documents pertaining thereto , which may be obtained at the office of the Engineer , Knight , McGuire & Associates , Inc . , 80 Royal Palm Pointe , Suite 401 , Vero Beach , Florida . All work shall be performed in accordance with approved plans , permit conditions and applicable specifications ( i , e . Department of Environmental Protection , Indian River County , Florida Department of Transportation Standard Specifications (latest edition ) , St . Johns River Water Management District permit , NPDES) , etc . NC- 1 Exhibit A CONTRACT DOCUMENTS Indian River Lagoon Greenway - Phase 1 Prepared By : Knight, McGuire & Associates , Inc . 80 Royal Palm Pointe, Suite 401 Vero Beach , FL 32960 Phone : ( 772 ) 569 -5505 PROJECT ENGINEER OWNER REPRESENTATIVE Knight, McGuire & Associates , Inc. Indian River Land Trust 80 Royal Palm Pointe, Suite 401 Suite 301 , Vero Beach , FL 32960 80 Royal Palm Pointe ( 772) 569-5505 Vero Beach , FL 32960 ( 772) 794-0701 I INSTRUCTIONS TO BIDDERS 1 . SEALED PROPOSALS - Sealed proposals will be received at the time and place designated in the " Notice to Contractors . " 2 , DEFINITION OF TERMS - Where the following terms or their pronouns occur herein , the intent and meaning shall be as follows : , Owner: Indian River Land Trust , Suite 301 , 80 Royal Palm Pointe , Vero Beach 32960 Engineer: Knight , McGuire & Associates , Inc. , 80 Royal Palm Pointe , Suite 401 , Vero Beach , FL 32960 , (772 ) 569 -5505 (Civil Engineer) . Bidder: Any person , firm or corporation submitting a bid for the work covered by these specifications , or his duly authorizedrepresentative . Contractor: The person , firm or corporation with whom the Owner has executed a contract for the work herein specified or his duly authorized representative . 3 . PROPOSAL GUARANTY - Refer to Owners Requirements . 4 , DELIVERY OF PROPOSAL - All bids , whether mailed or delivered in person shall be submitted in sealed envelopes , bearing on the outside the name of the bidder and his address , and clearly marked : " Proposal — Indian River Lagoon Greenway" 5 . PROPOSAL FORMS - The bidder shall submit his proposal in duplicate on the forms , or an exact copy of the forms , furnished herewith . The blank spaces shall be filled in correctly for each item and for every item for which a bid is submitted . The bidder shall state the price , typewritten or written in ink for which he proposes to do each item of work called for. 6 . SIGNATURE ON PROPOSAL - The bidder shall sign his proposal correctly . If an individual makes the proposal , his name and address shall be shown . If made by a firm or partnership , the name and post office address of each member of the firm or partnership shall be shown . If made by a corporation , the person signing the proposal shall show the name of the state under the laws of which the corporation was chartered , also the names and business addresses of its president, secretary and treasurer. The proposal shall bear the seal of the corporation attested by the secretary. Anyone signing the proposal as the agent shall file with the proposal legal evidence of his authority to do so . 7 . FAMILIARITY WITH LAWS - The bidder is assumed to be familiar with all federal , state and local laws , ordinances , rules and regulations that in any manner affect the work. Failure to familiarize himself with applicable laws will in no way relieve him from responsibility. , IB- 1 8 . EXAMINATION OF SPECIFICATIONS AND SITE OF WORK - The bidder is required , before submitting his proposal , to visit the site of the proposed work and familiarize himself with the nature and extent of the work and any local conditions that may in any manner affect the work to be done and the equipment, materials and labor required . He is also required to examine carefully the specifications , the Proposal , Performance Bond and to inform himself thoroughly regarding all conditions and requirements that may in any manner affect the work to be performed under this contract . 9 . QUALIFICATIONS OF BIDDER - The qualifications of each bidder shall be determined by the Owner and Engineer prior to the opening of the bid . Each Contractor will be selected to submit a bid . Bid invitation shall not be extended to the public . 10 , DISQUALIFICATION OF BIDDER — At the sole judgement of the owner: more than one bid from an individual , firm , partnership , corporation or association under the same or different names , will not be considered . Reasonable grounds for believing that the bidder is financially interested in more that one proposal for the same work will cause the rejection of all proposals in which such bidders are believed to be interested . Any or all proposals will be rejected if there is reason to believe that collusion exists among the bidders and no participants in such collusion will be considered in future proposals for the same work . Proposals in which prices are obviously unbalanced will be rejected . 11 . RIGHT TO REJECT PROPOSAL - Right is reserved to reject any or all proposals and to waive technical errors and informalities . 12 . EXECUTION OF CONTRACT - Immediately following the passage of a resolution by the Owner awarding the contract to be executed by the parties , which contract will be in Contract Documents which will be attached to the various papers which were delivered by the Owner , or his representative , to the bidder in the first instance . The bidder shall fully execute the Contract Documents after which the Owner will execute the contract , it being distinctly agreed and understood that the Owner will not be bound unless and until the contract has been executed by its duly authorized and elected officers . The Performance and Payment Bonds shall be executed by a fully authorized surety , licenses by the State of Florida . FAILURE TO EXECUTE THE CONTRACT - The failure on the part of the successful bidder to execute the contract as required will be just cause for the annulment of the award . 14 . BID MODIFICATIONS - Bid modifications will be received from bidders prior to opening of first bid . Modifications may be telegraphic or in other written or printed form . 15 . OWNER' S RIGHT TO MAKE DECISION - The Owner reserves the right to make any combination of items bid to determine the low bidder. 16 . LIQUIDATED DAMAGES — Penalties for completion will be determined at the time of contract negotiations . IB-2 calendar day . 5 . To furnish required performance bond in the amounts necessary to satisfy local utility providers ; guaranteeing that the contractor warrants the facilities to be free from defect in materials and workmanship as prescribed by the approved plans and permits . DATED THIS day of 2010 . Respectfully submitted , Contractor Address By: P-2 GENERAL CONDITIONS Article 1 . - DEFINITIONS (A) The contract documents consist of the following items , including all modifications thereof incorporated in the documents before their execution . These form the contract ; Notice to Contractors , Instructions to Bidders , General Conditions , Special Provisions , Detailed Specifications , Soil Borings , Regulatory Requirements and Notification/Construction Permits , Proposal , Agreement , Contract Bond and Drawings , Survey and Topo , Permits , As- Builts . ( B) The Owner, the Contractor and the Engineer are those mentioned as such in the Agreement . They are treated throughout the contract documents as if each were of the singular number and masculine gender. ,I (C ) Wherever in this contract the words " Engineer" is used , it shall be understood as referring to the Engineer of the Owner, acting personally or through an assistant duly authorized in writing for such act by the Engineer. The Engineer shall be responsible for the duties i outlined herein , only when specifically engaged in writing by the Owner, to perform these duties . i j ( D) Written notice shall be deemed to have been duly served , if delivered in person to the I individual or to a member of the firm or to an officer of the corporation for whom it is j intended or it shall be delivered at or sent by registered mail to the business address shown in the proposal or contract . i ( E ) The term " Subcontractor" as employed herein , includes only those having a direct contract with the Contractor and it includes one who furnished material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked . ( F) The term "Work" of the Contractor or Subcontractor includes labor or materials or both , equipment , transportation , or other facilities necessary to complete the contract . (G ) All time limits stated in the contract documents are of the essence of the contract . i Article 2 , EXECUTION , CORRELATION AND INTENT OF DOCUMENTS The agreement shall be signed in duplicate by the Owner and the Contractor. Customary practice does not involve signature of either party on the separate or supplementary components of the contract documents . The Engineer will identify the plans and specifications upon request. The contract documents are complimentary , and what is called for by any one shall be as binding as if called for by all . The intent of the documents is to include all labor and materials , equipment , transportation and incidentals necessary for the proper and complete execution of the work . Materials or work described in words which is to be applied have a well known technical or trade j meaning shall be held to refer to such recognized standards . i i i i i I GC- 1 - f } S PROPOSAL Indian River Lagoon Greenway — Phase 1 Proposal of to furnish all materials and to do and perform all work in accordance with the contract documents attached hereto . TO : Indian River Land Trust Suite 301 , 80 Royal Palm Pointe Vero Beach , FL 32960 (772 ) 794-0701 Gentlemen : The undersigned bidder has carefully examined the contract documents , the site of the work and is familiar with the nature and extent of the work and any local conditions that may in any manner affect the work to be done and the equipment , materials and labor required . The undersigned agrees to do all the work and furnish all equipment called for by said plans and specifications , in the manner prescribed thereon , in accordance with the contract documents and to the standards of quality and performance established by the Engineer, for the unit prices stated in the Schedule of Bid items hereinafter set forth for each of the items stipulated . It is understood that the quantities shown in the schedule are approximate only , subject to increase or decrease and for the purpose of bid comparisons for determination of low bidder. It is further understood that payment will be in accordance with actual quantities placed in the construction as more specifically provided in the Special Provisions and Detailed Specifications included as a part of the contract i documents . The undersigned also agrees as follows : 1 . To do any extra work not covered by the Schedule of Bid Items , which may be ordered by the Engineer upon authorization of the Owner. To accept as full compensation , therefore , such prices as may be agreed upon in writing by the Engineer , and the Contractor, in accordance with Article 15 , " General Conditions" . 2 . To execute the contract within ten ( 10) days from the date of acceptance of this proposal . 3 . To begin work with ten ( 10 ) calendar days after the date of receipt by him of Notice to Proceed , and to substantially complete the work not later than one hundred fifty ( 150 ) calendar days after receipt of Notice to Proceed and be complete within one hundred eighty ( 180 ) days . 4 . To reimburse the Owner , as liquidated damages for each calendar day elapsing between the date herein specified as the date of full completion and the actual date of such fully completion of the contract work the amount of two hundred fifty dollars ($ 250. 00 ) per P - 1 8 . EXAMINATION OF SPECIFICATIONS AND SITE OF WORK - The bidder is required , before submitting his proposal , to visit the site of the proposed work and familiarize himself with the nature and extent of the work and any local conditions that may in any manner affect the work to be done and the equipment, materials and labor required . He is also required to examine carefully the specifications , the Proposal , Performance Bond and to inform himself thoroughly regarding all conditions and requirements that may in any manner affect the work to be performed under this contract . 9 . QUALIFICATIONS OF BIDDER - The qualifications of each bidder shall be determined by the Owner and Engineer prior to the opening of the bid . Each Contractor will be selected to submit a bid . Bid invitation shall not be extended to the public . 10 , DISQUALIFICATION OF BIDDER — At the sole judgement of the owner: more than one bid from an individual , firm , partnership , corporation or association under the same or different names , will not be considered . Reasonable grounds for believing that the bidder is financially interested in more that one proposal for the same work will cause the rejection of all proposals in which such bidders are believed to be interested . Any or all proposals will be rejected if there is reason to believe that collusion exists among the bidders and no participants in such collusion will be considered in future proposals for the same work . Proposals in which prices are obviously unbalanced will be rejected . 11 . RIGHT TO REJECT PROPOSAL - Right is reserved to reject any or all proposals and to waive technical errors and informalities . 12 . EXECUTION OF CONTRACT - Immediately following the passage of a resolution by the Owner awarding the contract to be executed by the parties , which contract will be in Contract Documents which will be attached to the various papers which were delivered by the Owner , or his representative , to the bidder in the first instance . The bidder shall fully execute the Contract Documents after which the Owner will execute the contract , it being distinctly agreed and understood that the Owner will not be bound unless and until the contract has been executed by its duly authorized and elected officers . The Performance and Payment Bonds shall be executed by a fully authorized surety , licenses by the State of Florida . FAILURE TO EXECUTE THE CONTRACT - The failure on the part of the successful bidder to execute the contract as required will be just cause for the annulment of the award . 14 . BID MODIFICATIONS - Bid modifications will be received from bidders prior to opening of first bid . Modifications may be telegraphic or in other written or printed form . 15 . OWNER' S RIGHT TO MAKE DECISION - The Owner reserves the right to make any combination of items bid to determine the low bidder. 16 . LIQUIDATED DAMAGES — Penalties for completion will be determined at the time of contract negotiations . IB-2 4 • i { f. TABLE OF CONTENTS NOTICE TO CONTRACTORS NC- 1 INSTRUCTION TO BIDDERS IB- 1 thru IB-2 PROPOSAL P- 1 thru P-2 GENERAL CONDITIONS GC- 1 thru GC- 13 SPECIAL PROVISIONS SP- 1 thru SP-6 CONTRACTOR ' S REQUEST FOR PAYMENT FORMS PR- 1 thru PR-4 TECHNICAL SPECIFICATIONS Appendix A LOCATION MAP Appendix B REGULATORY REQUIREMENTS AND NOTIFICATION Appendix C 'I 1 I i f I i I I - i 4 CIVIL ENGINEER' S NOTICE TO CONTRACTORS Site Work for: Indian River Lagoon Greenway — Phase 1 Bids will be received on October 29th 2010 at the office of Knight , McGuire & Associates , Inc. The work for which this proposal is to be submitted consists of furnishing all labor, material and equipment to construct site improvements as depicted in the construction plans , titled : Construction Plans for Hammock Lakes Phase III , Bid Set . The works is tentatively scheduled as follows : Notice to Proceed issued on or before : November 10th 2010 Substantial Completion , on or before : January 15 2011 Final Completion , on or before : March 2011 All materials furnished and all work performed shall be in accordance with plans , specifications , and contract documents pertaining thereto , which may be obtained at the office of the Engineer , Knight , McGuire & Associates , Inc . , 80 Royal Palm Pointe , Suite 401 , Vero Beach , Florida . All work shall be performed in accordance with approved plans , permit conditions and applicable specifications ( i , e . Department of Environmental Protection , Indian River County , Florida Department of Transportation Standard Specifications (latest edition ) , St . Johns River Water Management District permit , NPDES) , etc . NC- 1 PROPOSAL Indian River Lagoon Greenway — Phase 1 Proposal of to furnish all materials and to do and perform all work in accordance with the contract documents attached hereto . TO : Indian River Land Trust Suite 301 , 80 Royal Palm Pointe Vero Beach , FL 32960 (772 ) 794-0701 Gentlemen : The undersigned bidder has carefully examined the contract documents , the site of the work and is familiar with the nature and extent of the work and any local conditions that may in any manner affect the work to be done and the equipment , materials and labor required . The undersigned agrees to do all the work and furnish all equipment called for by said plans and specifications , in the manner prescribed thereon , in accordance with the contract documents and to the standards of quality and performance established by the Engineer, for the unit prices stated in the Schedule of Bid items hereinafter set forth for each of the items stipulated . It is understood that the quantities shown in the schedule are approximate only , subject to increase or decrease and for the purpose of bid comparisons for determination of low bidder. It is further understood that payment will be in accordance with actual quantities placed in the construction as more specifically provided in the Special Provisions and Detailed Specifications included as a part of the contract i documents . The undersigned also agrees as follows : 1 . To do any extra work not covered by the Schedule of Bid Items , which may be ordered by the Engineer upon authorization of the Owner. To accept as full compensation , therefore , such prices as may be agreed upon in writing by the Engineer , and the Contractor, in accordance with Article 15 , " General Conditions" . 2 . To execute the contract within ten ( 10) days from the date of acceptance of this proposal . 3 . To begin work with ten ( 10 ) calendar days after the date of receipt by him of Notice to Proceed , and to substantially complete the work not later than one hundred fifty ( 150 ) calendar days after receipt of Notice to Proceed and be complete within one hundred eighty ( 180 ) days . 4 . To reimburse the Owner , as liquidated damages for each calendar day elapsing between the date herein specified as the date of full completion and the actual date of such fully completion of the contract work the amount of two hundred fifty dollars ($ 250. 00 ) per P - 1 calendar day . 5 . To furnish required performance bond in the amounts necessary to satisfy local utility providers ; guaranteeing that the contractor warrants the facilities to be free from defect in materials and workmanship as prescribed by the approved plans and permits . DATED THIS day of 2010 . Respectfully submitted , Contractor Address By: P-2 Article 3 , DETAIL DRAWINGS AND INFORMATION The Engineer will furnish , with reasonable promptness , additional information by means of drawings or otherwise , necessary for the proper execution of the work . All such drawings and information will be consistent with the contract documents , true developments thereof and reasonable inferable therefrom . Article 4 , COPIES OF DRAWINGS FURNISHED Unless otherwise provided in the contract documents , the Engineer will furnish to the Contractor, free of charge , all copies of drawings and specifications reasonably necessary during the pre- construction meeting for the execution of the work. Article 5 , ORDER OF COMPLETION The Contractor shall submit prior to starting work , schedules which show the order in which the Contractor proposes to carry on the work with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts . The Engineer may order the schedule to be supplemented or amended as necessary to afford proper continuity of the work . Article 6 . DRAWINGS AND SPECIFICATIONS ON THE WORK The Contractor shall keep one copy of all drawings and specifications on the work in good condition , available to the Engineer and his representatives . Article 7 . OWNERSHIP OF DRAWINGS All drawings , specifications and copies thereof furnished by the Engineer are owner's property . They are not to be used on other work and , with the exception of the signed contract set , are to be returned to him on request , at the completion of the work . Article 8 . CONTRACTOR' S UNDERSTANDING It is understood and agreed that the Contractor has , by careful examination , satisfied himself as to the nature and location of the work , the conformation of the ground , the character, quality and quantity of the materials to be encountered , the character of the equipment and facilities needed preliminary to and during the execution of the work , the general and local conditions , and all other matters which can in any way affect the work under this contract . No verbal agreement or conversation with any officer, agent or employee of the Owner, either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained . Article 9 . MATERIALS , APPLIANCES EMPLOYEES Unless otherwise stipulated , the Contractor shall provide and pay for all materials , labor, water, tools , equipment, light , power, transportation and other facilities necessary for the execution and completion of the work . Unless otherwise specified , all materials shall be new, and both workmanship and materials shall be of good quality . The Contractor shall , if requested by the engineer, furnish satisfactory evidence as to the kind and quality of materials . The Contractors shall at all times enforce strict discipline and good order among his employees and shall not employ on the job any unfit person or anyone not skilled in the work assigned to him . GC-2 Article 10 . ROYALTIES AND PATENTS The Contractor shall pay all royalties and license fees . He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof except that the Owner shall be responsible for all such loss when a particular process or the product of a particular manufacturer or manufacturers is specified, unless the Owner has notified the Contractor prior to the signing of the contract or included in the specifications a provision that there may be a patented process or product included in the project . Article 11 . SURVEYS PERMITS AND REGULATIONS The Owner will provide a boundary surrey " sketch " depicting all property lines , right-of-way lines , easements , etc . , with monumentation , permanent reference points , and bench mark locations depicted . Permits and licenses necessary for the execution of the work shall be secured and paid for by the Contractor . Except those permits listed and included within these documents under the section titled " Regulatory Requirements and Notification/Construction Permits . " Easements for permanent structures or permanent changes in existing facilities will be secured and paid for by the Owner unless otherwise specified . The Contractor shall give all notices and comply with all laws , ordinances , rules and regulations bearing on the conduct of the work as drawn and specified . If the Contractor observes that the drawings and specifications are at variance therewith , he shall notify the Engineer in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work . If the Contractor performs any work knowing it to be contrary to such laws , ordinances , rules and regulations and without such notice to the Engineer, he shall bear all costs arising therefrom . Article 12 . SAFETY AND PROTECTION ; EMERGENCIES The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage , injury or loss to ; all employees on the work and other persons who may be affected thereby , all the work and all materials or equipment to be incorporated therein , whether in storage on or off the site , and other property at the site or adjacent thereto , including trees , shrubs , lawns , walks , pavements , roadway , structures and utilities not designated for removal , relocation or replacement in the course of construction . He shall comply with all applicable safety and building laws and codes of federal , state , municipal and other governmental bodies for the safety of persons or property or to protect them from damage , injury or loss . He shall erect and maintain , as required by the conditions and progress or the work all necessary safeguards for their safety and protection , including posting danger signs and other warnings against hazards , promulgating safety regulations and notifying owners of adjacent utilities . When the use or storage of explosives or other hazardous materials is necessary for the execution of the work , the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of licensed specially qualified personnel . All damage , injury or loss to any such property caused , directly or indirectly , in whole or in part, by the Contractor, any Subcontractor or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable , shall be remedied by the Contractor. In emergencies affecting the safety of persons or the work or property at the site or adjacent thereto , the Contractor, without special instruction or authorization from the Engineer or Owner, is obligated to act , at his discretion , to prevent threatened damage , injury or loss . He shall give the Engineer prompt written notice of injury or loss . GC - 3- - r GENERAL CONDITIONS Article 1 . - DEFINITIONS (A) The contract documents consist of the following items , including all modifications thereof incorporated in the documents before their execution . These form the contract ; Notice to Contractors , Instructions to Bidders , General Conditions , Special Provisions , Detailed Specifications , Soil Borings , Regulatory Requirements and Notification/Construction Permits , Proposal , Agreement , Contract Bond and Drawings , Survey and Topo , Permits , As- Builts . ( B) The Owner, the Contractor and the Engineer are those mentioned as such in the Agreement . They are treated throughout the contract documents as if each were of the singular number and masculine gender. ,I (C ) Wherever in this contract the words " Engineer" is used , it shall be understood as referring to the Engineer of the Owner, acting personally or through an assistant duly authorized in writing for such act by the Engineer. The Engineer shall be responsible for the duties i outlined herein , only when specifically engaged in writing by the Owner, to perform these duties . i j ( D) Written notice shall be deemed to have been duly served , if delivered in person to the I individual or to a member of the firm or to an officer of the corporation for whom it is j intended or it shall be delivered at or sent by registered mail to the business address shown in the proposal or contract . i ( E ) The term " Subcontractor" as employed herein , includes only those having a direct contract with the Contractor and it includes one who furnished material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked . ( F) The term "Work" of the Contractor or Subcontractor includes labor or materials or both , equipment , transportation , or other facilities necessary to complete the contract . (G ) All time limits stated in the contract documents are of the essence of the contract . i Article 2 , EXECUTION , CORRELATION AND INTENT OF DOCUMENTS The agreement shall be signed in duplicate by the Owner and the Contractor. Customary practice does not involve signature of either party on the separate or supplementary components of the contract documents . The Engineer will identify the plans and specifications upon request. The contract documents are complimentary , and what is called for by any one shall be as binding as if called for by all . The intent of the documents is to include all labor and materials , equipment , transportation and incidentals necessary for the proper and complete execution of the work . Materials or work described in words which is to be applied have a well known technical or trade j meaning shall be held to refer to such recognized standards . i i i i i I GC- 1 - f } S calendar day . 5 . To furnish required performance bond in the amounts necessary to satisfy local utility providers ; guaranteeing that the contractor warrants the facilities to be free from defect in materials and workmanship as prescribed by the approved plans and permits . DATED THIS day of 2010 . Respectfully submitted , Contractor Address By: P-2 I INSTRUCTIONS TO BIDDERS 1 . SEALED PROPOSALS - Sealed proposals will be received at the time and place designated in the " Notice to Contractors . " 2 , DEFINITION OF TERMS - Where the following terms or their pronouns occur herein , the intent and meaning shall be as follows : , Owner: Indian River Land Trust , Suite 301 , 80 Royal Palm Pointe , Vero Beach 32960 Engineer: Knight , McGuire & Associates , Inc. , 80 Royal Palm Pointe , Suite 401 , Vero Beach , FL 32960 , (772 ) 569 -5505 (Civil Engineer) . Bidder: Any person , firm or corporation submitting a bid for the work covered by these specifications , or his duly authorizedrepresentative . Contractor: The person , firm or corporation with whom the Owner has executed a contract for the work herein specified or his duly authorized representative . 3 . PROPOSAL GUARANTY - Refer to Owners Requirements . 4 , DELIVERY OF PROPOSAL - All bids , whether mailed or delivered in person shall be submitted in sealed envelopes , bearing on the outside the name of the bidder and his address , and clearly marked : " Proposal — Indian River Lagoon Greenway" 5 . PROPOSAL FORMS - The bidder shall submit his proposal in duplicate on the forms , or an exact copy of the forms , furnished herewith . The blank spaces shall be filled in correctly for each item and for every item for which a bid is submitted . The bidder shall state the price , typewritten or written in ink for which he proposes to do each item of work called for. 6 . SIGNATURE ON PROPOSAL - The bidder shall sign his proposal correctly . If an individual makes the proposal , his name and address shall be shown . If made by a firm or partnership , the name and post office address of each member of the firm or partnership shall be shown . If made by a corporation , the person signing the proposal shall show the name of the state under the laws of which the corporation was chartered , also the names and business addresses of its president, secretary and treasurer. The proposal shall bear the seal of the corporation attested by the secretary. Anyone signing the proposal as the agent shall file with the proposal legal evidence of his authority to do so . 7 . FAMILIARITY WITH LAWS - The bidder is assumed to be familiar with all federal , state and local laws , ordinances , rules and regulations that in any manner affect the work. Failure to familiarize himself with applicable laws will in no way relieve him from responsibility. , IB- 1 8 . EXAMINATION OF SPECIFICATIONS AND SITE OF WORK - The bidder is required , before submitting his proposal , to visit the site of the proposed work and familiarize himself with the nature and extent of the work and any local conditions that may in any manner affect the work to be done and the equipment, materials and labor required . He is also required to examine carefully the specifications , the Proposal , Performance Bond and to inform himself thoroughly regarding all conditions and requirements that may in any manner affect the work to be performed under this contract . 9 . QUALIFICATIONS OF BIDDER - The qualifications of each bidder shall be determined by the Owner and Engineer prior to the opening of the bid . Each Contractor will be selected to submit a bid . Bid invitation shall not be extended to the public . 10 , DISQUALIFICATION OF BIDDER — At the sole judgement of the owner: more than one bid from an individual , firm , partnership , corporation or association under the same or different names , will not be considered . Reasonable grounds for believing that the bidder is financially interested in more that one proposal for the same work will cause the rejection of all proposals in which such bidders are believed to be interested . Any or all proposals will be rejected if there is reason to believe that collusion exists among the bidders and no participants in such collusion will be considered in future proposals for the same work . Proposals in which prices are obviously unbalanced will be rejected . 11 . RIGHT TO REJECT PROPOSAL - Right is reserved to reject any or all proposals and to waive technical errors and informalities . 12 . EXECUTION OF CONTRACT - Immediately following the passage of a resolution by the Owner awarding the contract to be executed by the parties , which contract will be in Contract Documents which will be attached to the various papers which were delivered by the Owner , or his representative , to the bidder in the first instance . The bidder shall fully execute the Contract Documents after which the Owner will execute the contract , it being distinctly agreed and understood that the Owner will not be bound unless and until the contract has been executed by its duly authorized and elected officers . The Performance and Payment Bonds shall be executed by a fully authorized surety , licenses by the State of Florida . FAILURE TO EXECUTE THE CONTRACT - The failure on the part of the successful bidder to execute the contract as required will be just cause for the annulment of the award . 14 . BID MODIFICATIONS - Bid modifications will be received from bidders prior to opening of first bid . Modifications may be telegraphic or in other written or printed form . 15 . OWNER' S RIGHT TO MAKE DECISION - The Owner reserves the right to make any combination of items bid to determine the low bidder. 16 . LIQUIDATED DAMAGES — Penalties for completion will be determined at the time of contract negotiations . IB-2 GENERAL CONDITIONS Article 1 . - DEFINITIONS (A) The contract documents consist of the following items , including all modifications thereof incorporated in the documents before their execution . These form the contract ; Notice to Contractors , Instructions to Bidders , General Conditions , Special Provisions , Detailed Specifications , Soil Borings , Regulatory Requirements and Notification/Construction Permits , Proposal , Agreement , Contract Bond and Drawings , Survey and Topo , Permits , As- Builts . ( B) The Owner, the Contractor and the Engineer are those mentioned as such in the Agreement . They are treated throughout the contract documents as if each were of the singular number and masculine gender. ,I (C ) Wherever in this contract the words " Engineer" is used , it shall be understood as referring to the Engineer of the Owner, acting personally or through an assistant duly authorized in writing for such act by the Engineer. The Engineer shall be responsible for the duties i outlined herein , only when specifically engaged in writing by the Owner, to perform these duties . i j ( D) Written notice shall be deemed to have been duly served , if delivered in person to the I individual or to a member of the firm or to an officer of the corporation for whom it is j intended or it shall be delivered at or sent by registered mail to the business address shown in the proposal or contract . i ( E ) The term " Subcontractor" as employed herein , includes only those having a direct contract with the Contractor and it includes one who furnished material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked . ( F) The term "Work" of the Contractor or Subcontractor includes labor or materials or both , equipment , transportation , or other facilities necessary to complete the contract . (G ) All time limits stated in the contract documents are of the essence of the contract . i Article 2 , EXECUTION , CORRELATION AND INTENT OF DOCUMENTS The agreement shall be signed in duplicate by the Owner and the Contractor. Customary practice does not involve signature of either party on the separate or supplementary components of the contract documents . The Engineer will identify the plans and specifications upon request. The contract documents are complimentary , and what is called for by any one shall be as binding as if called for by all . The intent of the documents is to include all labor and materials , equipment , transportation and incidentals necessary for the proper and complete execution of the work . Materials or work described in words which is to be applied have a well known technical or trade j meaning shall be held to refer to such recognized standards . i i i i i I GC- 1 - f } S Article 3 , DETAIL DRAWINGS AND INFORMATION The Engineer will furnish , with reasonable promptness , additional information by means of drawings or otherwise , necessary for the proper execution of the work . All such drawings and information will be consistent with the contract documents , true developments thereof and reasonable inferable therefrom . Article 4 , COPIES OF DRAWINGS FURNISHED Unless otherwise provided in the contract documents , the Engineer will furnish to the Contractor, free of charge , all copies of drawings and specifications reasonably necessary during the pre- construction meeting for the execution of the work. Article 5 , ORDER OF COMPLETION The Contractor shall submit prior to starting work , schedules which show the order in which the Contractor proposes to carry on the work with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts . The Engineer may order the schedule to be supplemented or amended as necessary to afford proper continuity of the work . Article 6 . DRAWINGS AND SPECIFICATIONS ON THE WORK The Contractor shall keep one copy of all drawings and specifications on the work in good condition , available to the Engineer and his representatives . Article 7 . OWNERSHIP OF DRAWINGS All drawings , specifications and copies thereof furnished by the Engineer are owner's property . They are not to be used on other work and , with the exception of the signed contract set , are to be returned to him on request , at the completion of the work . Article 8 . CONTRACTOR' S UNDERSTANDING It is understood and agreed that the Contractor has , by careful examination , satisfied himself as to the nature and location of the work , the conformation of the ground , the character, quality and quantity of the materials to be encountered , the character of the equipment and facilities needed preliminary to and during the execution of the work , the general and local conditions , and all other matters which can in any way affect the work under this contract . No verbal agreement or conversation with any officer, agent or employee of the Owner, either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained . Article 9 . MATERIALS , APPLIANCES EMPLOYEES Unless otherwise stipulated , the Contractor shall provide and pay for all materials , labor, water, tools , equipment, light , power, transportation and other facilities necessary for the execution and completion of the work . Unless otherwise specified , all materials shall be new, and both workmanship and materials shall be of good quality . The Contractor shall , if requested by the engineer, furnish satisfactory evidence as to the kind and quality of materials . The Contractors shall at all times enforce strict discipline and good order among his employees and shall not employ on the job any unfit person or anyone not skilled in the work assigned to him . GC-2 He shall give the Engineer prompt written notice of any significant changes in the work or deviations from the contract documents caused thereby , and a change order shall thereupon be issued covering the changes and deviations involved . If the Contractor believes that additional work done by him in an emergency which arose from causes beyond his control entitles him to an increase in the contract price or an extension of the contract time , he may make a claim therefore as provided in Articles 16 and 18 . Article 13 . ACCESS TO THE WORK : UNCOVERING FINISHED WORK The Engineer and his representatives and other representatives of the Owner will at all times have access to the work. The Contractor shall provide proper facilities for such access and observation of the work or for any examination or testing thereof. Should it be considered necessary or advisable by the Engineer to re-examine any part of the work already fabricated , installed or completed , the Contractor, at the Engineer's request , shall uncover, expose or otherwise make available for examination or testing that portion of the work in question , furnishing all necessary labor, material and equipment . If it is found that such work does not meet the requirements of the contract documents , the Contractor shall defray all the expenses of such examination and testing and of satisfactory reconstruction . If, however, such work is found to meet the requirements of the contract documents , the Contractor will be allowed an increase in the contract price or extension of the contract time directly attributable to such uncovering , exposure , examination and testing , if he makes a claim therefore as provided in Articles 16 and 18 . Article 14 . SUPERINTENDENCE ; SUPERVISION The Contractor shall keep in his work during its progress a competent superintendent and any necessary assistants , all satisfactory to the Engineer . The superintendent shall not be changed except with the consent of the Engineer, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employment . The superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the Contractor. Important directions will be confirmed on written request in each case . The Contractor shall give efficient supervision to the work, using his best skill and attention . If in the opinion of the Engineer or the Owner's Representative , the supervision of the work is inefficient or in any way unsatisfactory , the Contractor shall immediately assign a superintendent to the work who is satisfactory to the Engineer. If the Contractor, in the course of the work , finds any discrepancy between the drawings and the physical conditions of the locality, or any errors or omissions in the drawings or in layout as given by points and instructions , it shall be his duty to immediately inform the Engineer, in writing , and the Engineer will promptly verify the same . Any work done after such discovery , until authorized , will be done at the Contractor' s risk . Neither party shall employ or hire any employees of the other party without his consent . Article 15 , CHANGES IN THE WORK The Owner, without invalidating the contract, may order extra work or make changes by altering , adding to , or deducting from the work, the contract sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except that any claim for extension of time caused thereby will be adjusted at the time of ordering such change . The Engineer will have authority to make minor changes in the work, not involving extra cost , and not inconsistent with the purpose of the work , but otherwise , except in an emergency endangering GC-4 life or property , no extra work or change will be made unless in the pursuance of a written order by the Engineer and owner, and no claim for an addition to the contract sum will be valid unless so ordered in writing . The value of any such extra work or change will be determined in one or more of the following ways : (A) By estimate and acceptance in a lump sum . ( B) By unit prices named in the contract or subsequently agreed upon . (C) By cost and percentage or by cost and a fixed fee . If none of the above methods is agreed upon , the Contractor, provided he receives an order as above , shall proceed with the work . In such case and also under case (C) he shall keep and present in such form as the Engineer may direct , a correct account of the net cost of labor and materials , together with vouchers . In any case , the Engineer will certify to the amount, including reasonable allowances for overhead and profit, due to the Contractor. Pending final determination of value , payments on account of changes will be made on the Engineer's estimate . Article 16 , CLAIMS EXTRA COST If the Contractor claims that any instructions by drawings or otherwise involve extra costs under this contract , he shall give the Engineer written notice thereof within 10 days after the receipt of such instructions , and in any event before proceeding to execute the work, except in emergency endangering life or property , and the procedure shall then be as provided in Article 15 " Changes in the Work Claims will not be processed unless filed in writing before any work is commenced . Article 17 , DEDUCTIONS FOR UNCORRECTED WORK If the Engineer deems it expedient to correct work injured or done not in accordance with the contract , an equitable deduction from the contract price will be made therefore . i Article 18 . DELAYS AND EXTENSION OF TIME If the Contractor is delayed at any time , in the progress of the work by an act or neglect of the Owner or of his employees , or by any other contractor employed by the Owner, or by changes ordered in the work or by strikes , lockouts , fire , unusual delay in transportation , unavoidable casualties or any causes beyond the Contractor's control , or by delay authorized by the Engineer pending arbitration , or by any cause which the Engineer may decide to justify the delay , then the time of completion will be extended for such reasonable time as the Engineer may decide . No such extension will be made for delay occurring more than seven days before claim is made in writing to i the Engineer. In the case of a continuing cause or delay , only one claim is necessary . If no schedule or agreement stating the dates upon which drawings shall be furnished is made , then no claim for delay will be allowed on account of failure to furnish drawings until two weeks after demand for such drawings and not then unless such claim be reasonable . This article does not exclude the recovery of damages for delay by either party under other provisions in the contract documents . Article 19 . CORRECTION OF WORK BEFORE FINAL PAYMENTS The Contractor shall promptly correct all work condemned by the Engineer as failing to conform to the contract and shall promptly replace and re-execute his own work in accordance with the contract and without expense to the Owner and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement . GC-5 Article 10 . ROYALTIES AND PATENTS The Contractor shall pay all royalties and license fees . He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof except that the Owner shall be responsible for all such loss when a particular process or the product of a particular manufacturer or manufacturers is specified, unless the Owner has notified the Contractor prior to the signing of the contract or included in the specifications a provision that there may be a patented process or product included in the project . Article 11 . SURVEYS PERMITS AND REGULATIONS The Owner will provide a boundary surrey " sketch " depicting all property lines , right-of-way lines , easements , etc . , with monumentation , permanent reference points , and bench mark locations depicted . Permits and licenses necessary for the execution of the work shall be secured and paid for by the Contractor . Except those permits listed and included within these documents under the section titled " Regulatory Requirements and Notification/Construction Permits . " Easements for permanent structures or permanent changes in existing facilities will be secured and paid for by the Owner unless otherwise specified . The Contractor shall give all notices and comply with all laws , ordinances , rules and regulations bearing on the conduct of the work as drawn and specified . If the Contractor observes that the drawings and specifications are at variance therewith , he shall notify the Engineer in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work . If the Contractor performs any work knowing it to be contrary to such laws , ordinances , rules and regulations and without such notice to the Engineer, he shall bear all costs arising therefrom . Article 12 . SAFETY AND PROTECTION ; EMERGENCIES The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage , injury or loss to ; all employees on the work and other persons who may be affected thereby , all the work and all materials or equipment to be incorporated therein , whether in storage on or off the site , and other property at the site or adjacent thereto , including trees , shrubs , lawns , walks , pavements , roadway , structures and utilities not designated for removal , relocation or replacement in the course of construction . He shall comply with all applicable safety and building laws and codes of federal , state , municipal and other governmental bodies for the safety of persons or property or to protect them from damage , injury or loss . He shall erect and maintain , as required by the conditions and progress or the work all necessary safeguards for their safety and protection , including posting danger signs and other warnings against hazards , promulgating safety regulations and notifying owners of adjacent utilities . When the use or storage of explosives or other hazardous materials is necessary for the execution of the work , the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of licensed specially qualified personnel . All damage , injury or loss to any such property caused , directly or indirectly , in whole or in part, by the Contractor, any Subcontractor or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable , shall be remedied by the Contractor. In emergencies affecting the safety of persons or the work or property at the site or adjacent thereto , the Contractor, without special instruction or authorization from the Engineer or Owner, is obligated to act , at his discretion , to prevent threatened damage , injury or loss . He shall give the Engineer prompt written notice of injury or loss . GC - 3- - r Article 3 , DETAIL DRAWINGS AND INFORMATION The Engineer will furnish , with reasonable promptness , additional information by means of drawings or otherwise , necessary for the proper execution of the work . All such drawings and information will be consistent with the contract documents , true developments thereof and reasonable inferable therefrom . Article 4 , COPIES OF DRAWINGS FURNISHED Unless otherwise provided in the contract documents , the Engineer will furnish to the Contractor, free of charge , all copies of drawings and specifications reasonably necessary during the pre- construction meeting for the execution of the work. Article 5 , ORDER OF COMPLETION The Contractor shall submit prior to starting work , schedules which show the order in which the Contractor proposes to carry on the work with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts . The Engineer may order the schedule to be supplemented or amended as necessary to afford proper continuity of the work . Article 6 . DRAWINGS AND SPECIFICATIONS ON THE WORK The Contractor shall keep one copy of all drawings and specifications on the work in good condition , available to the Engineer and his representatives . Article 7 . OWNERSHIP OF DRAWINGS All drawings , specifications and copies thereof furnished by the Engineer are owner's property . They are not to be used on other work and , with the exception of the signed contract set , are to be returned to him on request , at the completion of the work . Article 8 . CONTRACTOR' S UNDERSTANDING It is understood and agreed that the Contractor has , by careful examination , satisfied himself as to the nature and location of the work , the conformation of the ground , the character, quality and quantity of the materials to be encountered , the character of the equipment and facilities needed preliminary to and during the execution of the work , the general and local conditions , and all other matters which can in any way affect the work under this contract . No verbal agreement or conversation with any officer, agent or employee of the Owner, either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained . Article 9 . MATERIALS , APPLIANCES EMPLOYEES Unless otherwise stipulated , the Contractor shall provide and pay for all materials , labor, water, tools , equipment, light , power, transportation and other facilities necessary for the execution and completion of the work . Unless otherwise specified , all materials shall be new, and both workmanship and materials shall be of good quality . The Contractor shall , if requested by the engineer, furnish satisfactory evidence as to the kind and quality of materials . The Contractors shall at all times enforce strict discipline and good order among his employees and shall not employ on the job any unfit person or anyone not skilled in the work assigned to him . GC-2 PROPOSAL Indian River Lagoon Greenway — Phase 1 Proposal of to furnish all materials and to do and perform all work in accordance with the contract documents attached hereto . TO : Indian River Land Trust Suite 301 , 80 Royal Palm Pointe Vero Beach , FL 32960 (772 ) 794-0701 Gentlemen : The undersigned bidder has carefully examined the contract documents , the site of the work and is familiar with the nature and extent of the work and any local conditions that may in any manner affect the work to be done and the equipment , materials and labor required . The undersigned agrees to do all the work and furnish all equipment called for by said plans and specifications , in the manner prescribed thereon , in accordance with the contract documents and to the standards of quality and performance established by the Engineer, for the unit prices stated in the Schedule of Bid items hereinafter set forth for each of the items stipulated . It is understood that the quantities shown in the schedule are approximate only , subject to increase or decrease and for the purpose of bid comparisons for determination of low bidder. It is further understood that payment will be in accordance with actual quantities placed in the construction as more specifically provided in the Special Provisions and Detailed Specifications included as a part of the contract i documents . The undersigned also agrees as follows : 1 . To do any extra work not covered by the Schedule of Bid Items , which may be ordered by the Engineer upon authorization of the Owner. To accept as full compensation , therefore , such prices as may be agreed upon in writing by the Engineer , and the Contractor, in accordance with Article 15 , " General Conditions" . 2 . To execute the contract within ten ( 10) days from the date of acceptance of this proposal . 3 . To begin work with ten ( 10 ) calendar days after the date of receipt by him of Notice to Proceed , and to substantially complete the work not later than one hundred fifty ( 150 ) calendar days after receipt of Notice to Proceed and be complete within one hundred eighty ( 180 ) days . 4 . To reimburse the Owner , as liquidated damages for each calendar day elapsing between the date herein specified as the date of full completion and the actual date of such fully completion of the contract work the amount of two hundred fifty dollars ($ 250. 00 ) per P - 1 calendar day . 5 . To furnish required performance bond in the amounts necessary to satisfy local utility providers ; guaranteeing that the contractor warrants the facilities to be free from defect in materials and workmanship as prescribed by the approved plans and permits . DATED THIS day of 2010 . Respectfully submitted , Contractor Address By: P-2 Article 10 . ROYALTIES AND PATENTS The Contractor shall pay all royalties and license fees . He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof except that the Owner shall be responsible for all such loss when a particular process or the product of a particular manufacturer or manufacturers is specified, unless the Owner has notified the Contractor prior to the signing of the contract or included in the specifications a provision that there may be a patented process or product included in the project . Article 11 . SURVEYS PERMITS AND REGULATIONS The Owner will provide a boundary surrey " sketch " depicting all property lines , right-of-way lines , easements , etc . , with monumentation , permanent reference points , and bench mark locations depicted . Permits and licenses necessary for the execution of the work shall be secured and paid for by the Contractor . Except those permits listed and included within these documents under the section titled " Regulatory Requirements and Notification/Construction Permits . " Easements for permanent structures or permanent changes in existing facilities will be secured and paid for by the Owner unless otherwise specified . The Contractor shall give all notices and comply with all laws , ordinances , rules and regulations bearing on the conduct of the work as drawn and specified . If the Contractor observes that the drawings and specifications are at variance therewith , he shall notify the Engineer in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work . If the Contractor performs any work knowing it to be contrary to such laws , ordinances , rules and regulations and without such notice to the Engineer, he shall bear all costs arising therefrom . Article 12 . SAFETY AND PROTECTION ; EMERGENCIES The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage , injury or loss to ; all employees on the work and other persons who may be affected thereby , all the work and all materials or equipment to be incorporated therein , whether in storage on or off the site , and other property at the site or adjacent thereto , including trees , shrubs , lawns , walks , pavements , roadway , structures and utilities not designated for removal , relocation or replacement in the course of construction . He shall comply with all applicable safety and building laws and codes of federal , state , municipal and other governmental bodies for the safety of persons or property or to protect them from damage , injury or loss . He shall erect and maintain , as required by the conditions and progress or the work all necessary safeguards for their safety and protection , including posting danger signs and other warnings against hazards , promulgating safety regulations and notifying owners of adjacent utilities . When the use or storage of explosives or other hazardous materials is necessary for the execution of the work , the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of licensed specially qualified personnel . All damage , injury or loss to any such property caused , directly or indirectly , in whole or in part, by the Contractor, any Subcontractor or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable , shall be remedied by the Contractor. In emergencies affecting the safety of persons or the work or property at the site or adjacent thereto , the Contractor, without special instruction or authorization from the Engineer or Owner, is obligated to act , at his discretion , to prevent threatened damage , injury or loss . He shall give the Engineer prompt written notice of injury or loss . GC - 3- - r He shall give the Engineer prompt written notice of any significant changes in the work or deviations from the contract documents caused thereby , and a change order shall thereupon be issued covering the changes and deviations involved . If the Contractor believes that additional work done by him in an emergency which arose from causes beyond his control entitles him to an increase in the contract price or an extension of the contract time , he may make a claim therefore as provided in Articles 16 and 18 . Article 13 . ACCESS TO THE WORK : UNCOVERING FINISHED WORK The Engineer and his representatives and other representatives of the Owner will at all times have access to the work. The Contractor shall provide proper facilities for such access and observation of the work or for any examination or testing thereof. Should it be considered necessary or advisable by the Engineer to re-examine any part of the work already fabricated , installed or completed , the Contractor, at the Engineer's request , shall uncover, expose or otherwise make available for examination or testing that portion of the work in question , furnishing all necessary labor, material and equipment . If it is found that such work does not meet the requirements of the contract documents , the Contractor shall defray all the expenses of such examination and testing and of satisfactory reconstruction . If, however, such work is found to meet the requirements of the contract documents , the Contractor will be allowed an increase in the contract price or extension of the contract time directly attributable to such uncovering , exposure , examination and testing , if he makes a claim therefore as provided in Articles 16 and 18 . Article 14 . SUPERINTENDENCE ; SUPERVISION The Contractor shall keep in his work during its progress a competent superintendent and any necessary assistants , all satisfactory to the Engineer . The superintendent shall not be changed except with the consent of the Engineer, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employment . The superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the Contractor. Important directions will be confirmed on written request in each case . The Contractor shall give efficient supervision to the work, using his best skill and attention . If in the opinion of the Engineer or the Owner's Representative , the supervision of the work is inefficient or in any way unsatisfactory , the Contractor shall immediately assign a superintendent to the work who is satisfactory to the Engineer. If the Contractor, in the course of the work , finds any discrepancy between the drawings and the physical conditions of the locality, or any errors or omissions in the drawings or in layout as given by points and instructions , it shall be his duty to immediately inform the Engineer, in writing , and the Engineer will promptly verify the same . Any work done after such discovery , until authorized , will be done at the Contractor' s risk . Neither party shall employ or hire any employees of the other party without his consent . Article 15 , CHANGES IN THE WORK The Owner, without invalidating the contract, may order extra work or make changes by altering , adding to , or deducting from the work, the contract sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except that any claim for extension of time caused thereby will be adjusted at the time of ordering such change . The Engineer will have authority to make minor changes in the work, not involving extra cost , and not inconsistent with the purpose of the work , but otherwise , except in an emergency endangering GC-4 If the Contractor does not correct such condemned work and material within a reasonable time as fixed by written notice , the Owner may correct it at the expense of such correction . Within ten days thereafter, the Owner may , upon ten days written notice , deduct all the cost and expenses that should have been borne by the Contractor. Article 20 , SUSPENSION OF WORK The Owner may at any time suspend the work , or any part thereof by giving five days notice to the Contractor in writing . The work shall be resumed by the Contractor within ten days after the date fixed in a written notice to resume work from the Owner to the Contractor. The Owner will reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as result of such suspension unless the suspension was ordered by the Engineer to enforce the contract or for any violation of the contract . Article 21 , THE OWNERS'S RIGHT TO DO WORK If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this contract , the Owner, after three days written notice to the Contractor, may , without prejudice to any other remedy he may have , make good such deficiencies at the Contractor' s expense . Article 22 , THE OWNER' S RIGHT TO TERMINATE CONTRACT If the Contractor should be adjudged a bankrupt , or if he should make a general assignment for the benefit of his creditors , or if a receiver should be appointed on account of his insolvency , or if a writ of garnishment shall be served upon the Owner, seeking to reach funds due or to become due the Contractor, or if the Government of the United States or any state or county shall garnishee , distrain , attach , or seek to reach funds due or to become due the Contractor, or if he should persistently or repeatedly refuse or should fail , except in cases of which extension of time is provided , to supply enough properly skilled workmen or proper materials , or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws , ordinances or the authority of the Engineer, or otherwise be guilty of a substantial violation of any provision of the contract , then the Owner, upon the certificate of the Engineer that sufficient cause exists to justify such action may without prejudice to any other right or remedy and after giving the Contractor seven days written notice , terminate the employment of the Contractor and take possession of the premises and of all materials , tools , and appliances thereon and finish the work by whatever method he may deem expedient. In such case , the Contractor will not be entitled to receive any further payment until the work is finished . If the unpaid balance of the contract price exceeds the expense of finishing the work , including compensation for additional managerial and administrative services , such excess will be paid to the Contractor. If such expense exceeds such unpaid balance , the Contractor shall pay the difference to the Owner. The expense incurred by the Owner as herein provided , and the damage incurred through the Contractors default will be certified by the Engineer and deducted by the Owner from any sums , which would otherwise be due to the Contractor. All parties agree to be bound by engineer's certified cost estimate summary Article 23 , CONTRACTOR' S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work should be stopped under an order of any court , or other public authority for a period of three months , through no act or fault of the Contractor or of anyone employed by him , or if the Engineer should fail to issue any estimate for payment within seven days after it is due , or if the Owner fails to pay the Contractor within ten days of its maturity and presentation , any sum certified by the Engineer or awarded by arbitrators , then the Contractor may , upon seven days written notice to the Owner and the Engineer, stop work or terminate this contract and recover from the GC-6 Owner payments for all work executed and any loss sustained upon any plant or materials and reasonable profit and damages . Article 24 , REMOVAL OF EQUIPMENT In the case of annulment of this contract before completion , from any cause whatever, the Contractor, if notified to do so by the Owner, shall promptly remove any part or all of his equipment and supplies from the property of the Owner, failing which the Owner will have the right to remove ! such equipment and supplies at the expense of the Contractor, and the Owner, failing which the Owner will have the right to remove such equipment and supplies at the expense of the Contractor, and the Owner shall have the right to store such equipment and supplies at the Contractor's expense . Neither the Owner nor the Engineer shall incur any liability to the Contractor for loss or damage to the supplies and equipment so removed and/or stored . Article 25 , USE OF COMPLETED PORTIONS The Owner will have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the fact that the time for completing the entire work or such portions may not have expired , but such taking possession and use will not be deemed an acceptance of any work not completed in accordance with the contract documents . If such prior use increases the cost of or delays the work, the Contractor will be entitled to such extra compensation , or extension of time , or both , as the Engineer may determine . Article 26 . PAYMENTS WITHHELD The Owner may withhold or, on account of subsequently discovered evidence , nullify the whole or a part of any certificate to such an extent as may be necessary to protect himself from loss . on account of: (A) Defective work not remedied. (B) Claims filed or reasonable evidence indicating probable filing of claims , (C) Failure on the Contractor to make payments properly to subcontractor or for material or labor. (D) The Owner's opinion that the contract cannot be completed for the balance then unpaid . ( E) Damage to another contractor. ( F) Failure to maintain adequate progress . When the above grounds are removed , . payment will be made for amounts withheld because of them . Article 27 . LIABILITY INSURANCE REQUIREMENTS Public Liability Insurance: The contractor shall procure and maintain broad form commercial general liability insurance (including contractual coverage ) and commercial automobile liability insurance in amounts not less than shown below . The owner shall be an additional named insured on this Insurance on this insurance with respect to all claims arising out of the operations or work to be performed . Commercial General Commercial General (Public) Liability, other than A. Premises / Operations Automobile B. Independent Contractors C . Products / Completed Operations $1 ,000, 000.00 Combined single limit for Bodily Injury D . Personal Injury and Property Damage E. Contractual Liability F. Explosion , Collapses, and Underground Property Damage Automobile A. Owner Leased Automobiles $1 ,000,000.00 Combined single limit Bodily Injury B. Non-Owned Automobiles and Damage Liability C . Hire Automobiles Proof of Carriage of Insurance: The contractor shall furnish the owner a certificate of insurance in a form acceptable to the owner for the insurance required . Such certificate or an endorsement provided by the contractor must state that the owner will be given thirty (30 ) days written notice prior to cancellation or material change in coverage . Copies of an endorsement-naming owner as Additional Name Insured must accompany the Certificate of Insurance . GC -7 life or property , no extra work or change will be made unless in the pursuance of a written order by the Engineer and owner, and no claim for an addition to the contract sum will be valid unless so ordered in writing . The value of any such extra work or change will be determined in one or more of the following ways : (A) By estimate and acceptance in a lump sum . ( B) By unit prices named in the contract or subsequently agreed upon . (C) By cost and percentage or by cost and a fixed fee . If none of the above methods is agreed upon , the Contractor, provided he receives an order as above , shall proceed with the work . In such case and also under case (C) he shall keep and present in such form as the Engineer may direct , a correct account of the net cost of labor and materials , together with vouchers . In any case , the Engineer will certify to the amount, including reasonable allowances for overhead and profit, due to the Contractor. Pending final determination of value , payments on account of changes will be made on the Engineer's estimate . Article 16 , CLAIMS EXTRA COST If the Contractor claims that any instructions by drawings or otherwise involve extra costs under this contract , he shall give the Engineer written notice thereof within 10 days after the receipt of such instructions , and in any event before proceeding to execute the work, except in emergency endangering life or property , and the procedure shall then be as provided in Article 15 " Changes in the Work Claims will not be processed unless filed in writing before any work is commenced . Article 17 , DEDUCTIONS FOR UNCORRECTED WORK If the Engineer deems it expedient to correct work injured or done not in accordance with the contract , an equitable deduction from the contract price will be made therefore . i Article 18 . DELAYS AND EXTENSION OF TIME If the Contractor is delayed at any time , in the progress of the work by an act or neglect of the Owner or of his employees , or by any other contractor employed by the Owner, or by changes ordered in the work or by strikes , lockouts , fire , unusual delay in transportation , unavoidable casualties or any causes beyond the Contractor's control , or by delay authorized by the Engineer pending arbitration , or by any cause which the Engineer may decide to justify the delay , then the time of completion will be extended for such reasonable time as the Engineer may decide . No such extension will be made for delay occurring more than seven days before claim is made in writing to i the Engineer. In the case of a continuing cause or delay , only one claim is necessary . If no schedule or agreement stating the dates upon which drawings shall be furnished is made , then no claim for delay will be allowed on account of failure to furnish drawings until two weeks after demand for such drawings and not then unless such claim be reasonable . This article does not exclude the recovery of damages for delay by either party under other provisions in the contract documents . Article 19 . CORRECTION OF WORK BEFORE FINAL PAYMENTS The Contractor shall promptly correct all work condemned by the Engineer as failing to conform to the contract and shall promptly replace and re-execute his own work in accordance with the contract and without expense to the Owner and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement . GC-5 He shall give the Engineer prompt written notice of any significant changes in the work or deviations from the contract documents caused thereby , and a change order shall thereupon be issued covering the changes and deviations involved . If the Contractor believes that additional work done by him in an emergency which arose from causes beyond his control entitles him to an increase in the contract price or an extension of the contract time , he may make a claim therefore as provided in Articles 16 and 18 . Article 13 . ACCESS TO THE WORK : UNCOVERING FINISHED WORK The Engineer and his representatives and other representatives of the Owner will at all times have access to the work. The Contractor shall provide proper facilities for such access and observation of the work or for any examination or testing thereof. Should it be considered necessary or advisable by the Engineer to re-examine any part of the work already fabricated , installed or completed , the Contractor, at the Engineer's request , shall uncover, expose or otherwise make available for examination or testing that portion of the work in question , furnishing all necessary labor, material and equipment . If it is found that such work does not meet the requirements of the contract documents , the Contractor shall defray all the expenses of such examination and testing and of satisfactory reconstruction . If, however, such work is found to meet the requirements of the contract documents , the Contractor will be allowed an increase in the contract price or extension of the contract time directly attributable to such uncovering , exposure , examination and testing , if he makes a claim therefore as provided in Articles 16 and 18 . Article 14 . SUPERINTENDENCE ; SUPERVISION The Contractor shall keep in his work during its progress a competent superintendent and any necessary assistants , all satisfactory to the Engineer . The superintendent shall not be changed except with the consent of the Engineer, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employment . The superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the Contractor. Important directions will be confirmed on written request in each case . The Contractor shall give efficient supervision to the work, using his best skill and attention . If in the opinion of the Engineer or the Owner's Representative , the supervision of the work is inefficient or in any way unsatisfactory , the Contractor shall immediately assign a superintendent to the work who is satisfactory to the Engineer. If the Contractor, in the course of the work , finds any discrepancy between the drawings and the physical conditions of the locality, or any errors or omissions in the drawings or in layout as given by points and instructions , it shall be his duty to immediately inform the Engineer, in writing , and the Engineer will promptly verify the same . Any work done after such discovery , until authorized , will be done at the Contractor' s risk . Neither party shall employ or hire any employees of the other party without his consent . Article 15 , CHANGES IN THE WORK The Owner, without invalidating the contract, may order extra work or make changes by altering , adding to , or deducting from the work, the contract sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except that any claim for extension of time caused thereby will be adjusted at the time of ordering such change . The Engineer will have authority to make minor changes in the work, not involving extra cost , and not inconsistent with the purpose of the work , but otherwise , except in an emergency endangering GC-4 GENERAL CONDITIONS Article 1 . - DEFINITIONS (A) The contract documents consist of the following items , including all modifications thereof incorporated in the documents before their execution . These form the contract ; Notice to Contractors , Instructions to Bidders , General Conditions , Special Provisions , Detailed Specifications , Soil Borings , Regulatory Requirements and Notification/Construction Permits , Proposal , Agreement , Contract Bond and Drawings , Survey and Topo , Permits , As- Builts . ( B) The Owner, the Contractor and the Engineer are those mentioned as such in the Agreement . They are treated throughout the contract documents as if each were of the singular number and masculine gender. ,I (C ) Wherever in this contract the words " Engineer" is used , it shall be understood as referring to the Engineer of the Owner, acting personally or through an assistant duly authorized in writing for such act by the Engineer. The Engineer shall be responsible for the duties i outlined herein , only when specifically engaged in writing by the Owner, to perform these duties . i j ( D) Written notice shall be deemed to have been duly served , if delivered in person to the I individual or to a member of the firm or to an officer of the corporation for whom it is j intended or it shall be delivered at or sent by registered mail to the business address shown in the proposal or contract . i ( E ) The term " Subcontractor" as employed herein , includes only those having a direct contract with the Contractor and it includes one who furnished material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked . ( F) The term "Work" of the Contractor or Subcontractor includes labor or materials or both , equipment , transportation , or other facilities necessary to complete the contract . (G ) All time limits stated in the contract documents are of the essence of the contract . i Article 2 , EXECUTION , CORRELATION AND INTENT OF DOCUMENTS The agreement shall be signed in duplicate by the Owner and the Contractor. Customary practice does not involve signature of either party on the separate or supplementary components of the contract documents . The Engineer will identify the plans and specifications upon request. The contract documents are complimentary , and what is called for by any one shall be as binding as if called for by all . The intent of the documents is to include all labor and materials , equipment , transportation and incidentals necessary for the proper and complete execution of the work . Materials or work described in words which is to be applied have a well known technical or trade j meaning shall be held to refer to such recognized standards . i i i i i I GC- 1 - f } S Article 3 , DETAIL DRAWINGS AND INFORMATION The Engineer will furnish , with reasonable promptness , additional information by means of drawings or otherwise , necessary for the proper execution of the work . All such drawings and information will be consistent with the contract documents , true developments thereof and reasonable inferable therefrom . Article 4 , COPIES OF DRAWINGS FURNISHED Unless otherwise provided in the contract documents , the Engineer will furnish to the Contractor, free of charge , all copies of drawings and specifications reasonably necessary during the pre- construction meeting for the execution of the work. Article 5 , ORDER OF COMPLETION The Contractor shall submit prior to starting work , schedules which show the order in which the Contractor proposes to carry on the work with dates at which the Contractor will start the several parts of the work and estimated dates of completion of the several parts . The Engineer may order the schedule to be supplemented or amended as necessary to afford proper continuity of the work . Article 6 . DRAWINGS AND SPECIFICATIONS ON THE WORK The Contractor shall keep one copy of all drawings and specifications on the work in good condition , available to the Engineer and his representatives . Article 7 . OWNERSHIP OF DRAWINGS All drawings , specifications and copies thereof furnished by the Engineer are owner's property . They are not to be used on other work and , with the exception of the signed contract set , are to be returned to him on request , at the completion of the work . Article 8 . CONTRACTOR' S UNDERSTANDING It is understood and agreed that the Contractor has , by careful examination , satisfied himself as to the nature and location of the work , the conformation of the ground , the character, quality and quantity of the materials to be encountered , the character of the equipment and facilities needed preliminary to and during the execution of the work , the general and local conditions , and all other matters which can in any way affect the work under this contract . No verbal agreement or conversation with any officer, agent or employee of the Owner, either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained . Article 9 . MATERIALS , APPLIANCES EMPLOYEES Unless otherwise stipulated , the Contractor shall provide and pay for all materials , labor, water, tools , equipment, light , power, transportation and other facilities necessary for the execution and completion of the work . Unless otherwise specified , all materials shall be new, and both workmanship and materials shall be of good quality . The Contractor shall , if requested by the engineer, furnish satisfactory evidence as to the kind and quality of materials . The Contractors shall at all times enforce strict discipline and good order among his employees and shall not employ on the job any unfit person or anyone not skilled in the work assigned to him . GC-2 life or property , no extra work or change will be made unless in the pursuance of a written order by the Engineer and owner, and no claim for an addition to the contract sum will be valid unless so ordered in writing . The value of any such extra work or change will be determined in one or more of the following ways : (A) By estimate and acceptance in a lump sum . ( B) By unit prices named in the contract or subsequently agreed upon . (C) By cost and percentage or by cost and a fixed fee . If none of the above methods is agreed upon , the Contractor, provided he receives an order as above , shall proceed with the work . In such case and also under case (C) he shall keep and present in such form as the Engineer may direct , a correct account of the net cost of labor and materials , together with vouchers . In any case , the Engineer will certify to the amount, including reasonable allowances for overhead and profit, due to the Contractor. Pending final determination of value , payments on account of changes will be made on the Engineer's estimate . Article 16 , CLAIMS EXTRA COST If the Contractor claims that any instructions by drawings or otherwise involve extra costs under this contract , he shall give the Engineer written notice thereof within 10 days after the receipt of such instructions , and in any event before proceeding to execute the work, except in emergency endangering life or property , and the procedure shall then be as provided in Article 15 " Changes in the Work Claims will not be processed unless filed in writing before any work is commenced . Article 17 , DEDUCTIONS FOR UNCORRECTED WORK If the Engineer deems it expedient to correct work injured or done not in accordance with the contract , an equitable deduction from the contract price will be made therefore . i Article 18 . DELAYS AND EXTENSION OF TIME If the Contractor is delayed at any time , in the progress of the work by an act or neglect of the Owner or of his employees , or by any other contractor employed by the Owner, or by changes ordered in the work or by strikes , lockouts , fire , unusual delay in transportation , unavoidable casualties or any causes beyond the Contractor's control , or by delay authorized by the Engineer pending arbitration , or by any cause which the Engineer may decide to justify the delay , then the time of completion will be extended for such reasonable time as the Engineer may decide . No such extension will be made for delay occurring more than seven days before claim is made in writing to i the Engineer. In the case of a continuing cause or delay , only one claim is necessary . If no schedule or agreement stating the dates upon which drawings shall be furnished is made , then no claim for delay will be allowed on account of failure to furnish drawings until two weeks after demand for such drawings and not then unless such claim be reasonable . This article does not exclude the recovery of damages for delay by either party under other provisions in the contract documents . Article 19 . CORRECTION OF WORK BEFORE FINAL PAYMENTS The Contractor shall promptly correct all work condemned by the Engineer as failing to conform to the contract and shall promptly replace and re-execute his own work in accordance with the contract and without expense to the Owner and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement . GC-5 If the Contractor does not correct such condemned work and material within a reasonable time as fixed by written notice , the Owner may correct it at the expense of such correction . Within ten days thereafter, the Owner may , upon ten days written notice , deduct all the cost and expenses that should have been borne by the Contractor. Article 20 , SUSPENSION OF WORK The Owner may at any time suspend the work , or any part thereof by giving five days notice to the Contractor in writing . The work shall be resumed by the Contractor within ten days after the date fixed in a written notice to resume work from the Owner to the Contractor. The Owner will reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as result of such suspension unless the suspension was ordered by the Engineer to enforce the contract or for any violation of the contract . Article 21 , THE OWNERS'S RIGHT TO DO WORK If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this contract , the Owner, after three days written notice to the Contractor, may , without prejudice to any other remedy he may have , make good such deficiencies at the Contractor' s expense . Article 22 , THE OWNER' S RIGHT TO TERMINATE CONTRACT If the Contractor should be adjudged a bankrupt , or if he should make a general assignment for the benefit of his creditors , or if a receiver should be appointed on account of his insolvency , or if a writ of garnishment shall be served upon the Owner, seeking to reach funds due or to become due the Contractor, or if the Government of the United States or any state or county shall garnishee , distrain , attach , or seek to reach funds due or to become due the Contractor, or if he should persistently or repeatedly refuse or should fail , except in cases of which extension of time is provided , to supply enough properly skilled workmen or proper materials , or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws , ordinances or the authority of the Engineer, or otherwise be guilty of a substantial violation of any provision of the contract , then the Owner, upon the certificate of the Engineer that sufficient cause exists to justify such action may without prejudice to any other right or remedy and after giving the Contractor seven days written notice , terminate the employment of the Contractor and take possession of the premises and of all materials , tools , and appliances thereon and finish the work by whatever method he may deem expedient. In such case , the Contractor will not be entitled to receive any further payment until the work is finished . If the unpaid balance of the contract price exceeds the expense of finishing the work , including compensation for additional managerial and administrative services , such excess will be paid to the Contractor. If such expense exceeds such unpaid balance , the Contractor shall pay the difference to the Owner. The expense incurred by the Owner as herein provided , and the damage incurred through the Contractors default will be certified by the Engineer and deducted by the Owner from any sums , which would otherwise be due to the Contractor. All parties agree to be bound by engineer's certified cost estimate summary Article 23 , CONTRACTOR' S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work should be stopped under an order of any court , or other public authority for a period of three months , through no act or fault of the Contractor or of anyone employed by him , or if the Engineer should fail to issue any estimate for payment within seven days after it is due , or if the Owner fails to pay the Contractor within ten days of its maturity and presentation , any sum certified by the Engineer or awarded by arbitrators , then the Contractor may , upon seven days written notice to the Owner and the Engineer, stop work or terminate this contract and recover from the GC-6 The Contractor shall indemnify and save the Owner, the Owner's Representative, the Engines and the Engineer's employees harmless of, from and against all losses , claims, demands , payments , suits , actions, debts, dues recoveries, and judgments of every kind, nature and description , including reasonable attomeys' fees, and Including but not limited to claims property damage and claims for injury to or death of persons brought or recovered ag st them during the period of legal limitations by reason of any action or omission of the said ntractor, his subcontractors , material men, agents , servants, or employees in the execution of a work or the guarding of it, in a sum not to exceed $300, 000 each person , $500, 000 each a dent for bodily injury 'or death and $50, 000 for property damage . The Contractor shall, at hi n cost and expense , secure and maintain throughout the execution of the work a poll c f Contractual Liability Insurance , written by an insurance company acceptable to the Owner a e Engineer. This policy of contractual liability insurance shall insure the Owner, t Engineer and the Engineer's employees , as their interests may appear, with limits o 00 , 000 for each person , $500 , 000 each incident for bodily injury or death and $50, 000 f roperty damage , and will protect the Owner, the Engineer and the Engineer's employees from ' ility for the acts and omissions of the Contractor, any of his subcontractors , servants, agents employees under this contract. Certificates of such insurance shall be delivered to the O er and Engineer before commencement of any of the work. The insurance poli shall contain a provision that the same shall not be canceled without first giving both the Ow r and the Engineer ten days notice in writing . With reference to Chapter 72=52 , Laws of Florid 972 , the specific considerations for the Contractor's promises as contained in this Art' are : (A) One dollar ($ 1 . 00) in hand paid by th wrier, the Engineer, and the Engineer's employees to the Contractor, receipt whereof is here acknowledged and the adequacy of which the Contractor accepts as completely fulfilling the o ations of the Owner, the Engineer, and the Engineer's employees under Chapter 72-52, s of Florida 1972 , and ; (B) The entry of the Owner a e Contractor into the construction contract because , but for the Contractor's promises as co ined in this Article, the Owner would not have entered into the construction contract with Contractor. Article 29 . BUILDERIS INSURANCE The Contractor, at ' own cost and expense shall secure and maintain throughout the execution of the work, and un ' e full acceptance thereof by the Owner, policies of builder's risk insurance including fire a extended coverage , vandalism and malicious mischief, as will protect the Contractor, er and Engineer and payable to the Owner for the benefit of the Contractor, the Owner an a Engineer, as their respective interests may appear. Certificates of such insurance shall be ivered by the Contractor to the Owner and to the Engineer before the commencement of any the work . These insurance policies shall contain a provision to the effect that the same shal of be canceled without first giving the Owner and Engineer thirty days notice in writing . This pr sion shall not release the Contractor of his obligation to complete , according to plans and ecifications , the project covered by the contract, and the Contractor and his surety shall be GC-8 i Article 30 , GUARANTY BONDS The Owner will have the right, prior to the signing of the contract, to require the Contractor to furnish bond covering his faithful performance of the contract and the payment of all obligations arising thereunder, In such forms as the Owner may prescribed and with such sureties as he may approve. Premium for such bond if required , shall be paid by the owner. Article 31 . DAMAGES Any claim for damage arising under this contract shall be made in writing to the party liable within ten days after the first observance of such damage and not later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials . Article 32 . LIENS Anything contained in any of the contract documents notwithstanding , all progress payments and the final payment shall be paid by the Owner to the Contractor in compliance with the provisions of Chapter 713, Florida Statutes , The Owner shall withhold ten percent of the amount of each progress payment. The last payment due under the contract shall be paid by the Owner to the Contractor only after the Contractor has furnished the Owner with a final affidavit as required by Section 713 . 06 (3) (d) Florida Statutes stating that all persons , firms or corporations who have furnished labor or materials , employed directly or indirectly in the work, have been paid in full , and in addition , before the Contractor shall have the right to receive the final payment due under the contract , the Contractor shall furnish the Owner with full release of liens from all persons giving notice as defined in Section 713 .01 ( 19) Florida Statutes , and from all lienors recording claims of lien , and from all persons , firms or corporations who have performed or furnished labor, services or materials , directly or indirectly, used in the work . The Owner shall have the right to demand and receive from the Contractor before he shall receive any progress payment, receipted bills showing payment in full for all labor, services and materials incorporated into the work, for the period of time for which the progress payment is due . Likewise , as a condition to receiving any progress payment, the Owner may require the Contractor to furnish partial releases of lien executed by all persons , firms and I corporations who have furnished labor, services or materials incorporated into the work during the period of time for which the progress payment is due , releasing such lien rights as these persons, firms or corporations may have for that period . If any of the laborers , subcontractors or material men shall serve upon the Owner a " Notice to Owner" or shall otherwise put the owner on notice that they are owed and unpaid money by the Contractor, the Owner shall have the right to pay these persons directly in the manner provided by the aforesaid Mechanic's Lien Law, and the ! Owner shall receive a credit therefore upon the contract price accordingly . The Contractor does hereby release , remise and quit claim any and all rights he would have otherwise enjoyed to perfect a Mechanic's Lien or any other type of statutory common law or equitable lien against the job. Article 33 . ASSIGNMENT Neither party to the contract shall assign the contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him hereunder, without the written consent of the Owner. Any attempt by the Contractor to assign this contract or any of the monies which may become payable hereunder, in whole or part, without the written consent of the Owner, shall be ineffective and shall vest no rights in the assignee . GC-9 r Owner payments for all work executed and any loss sustained upon any plant or materials and reasonable profit and damages . Article 24 , REMOVAL OF EQUIPMENT In the case of annulment of this contract before completion , from any cause whatever, the Contractor, if notified to do so by the Owner, shall promptly remove any part or all of his equipment and supplies from the property of the Owner, failing which the Owner will have the right to remove ! such equipment and supplies at the expense of the Contractor, and the Owner, failing which the Owner will have the right to remove such equipment and supplies at the expense of the Contractor, and the Owner shall have the right to store such equipment and supplies at the Contractor's expense . Neither the Owner nor the Engineer shall incur any liability to the Contractor for loss or damage to the supplies and equipment so removed and/or stored . Article 25 , USE OF COMPLETED PORTIONS The Owner will have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the fact that the time for completing the entire work or such portions may not have expired , but such taking possession and use will not be deemed an acceptance of any work not completed in accordance with the contract documents . If such prior use increases the cost of or delays the work, the Contractor will be entitled to such extra compensation , or extension of time , or both , as the Engineer may determine . Article 26 . PAYMENTS WITHHELD The Owner may withhold or, on account of subsequently discovered evidence , nullify the whole or a part of any certificate to such an extent as may be necessary to protect himself from loss . on account of: (A) Defective work not remedied. (B) Claims filed or reasonable evidence indicating probable filing of claims , (C) Failure on the Contractor to make payments properly to subcontractor or for material or labor. (D) The Owner's opinion that the contract cannot be completed for the balance then unpaid . ( E) Damage to another contractor. ( F) Failure to maintain adequate progress . When the above grounds are removed , . payment will be made for amounts withheld because of them . Article 27 . LIABILITY INSURANCE REQUIREMENTS Public Liability Insurance: The contractor shall procure and maintain broad form commercial general liability insurance (including contractual coverage ) and commercial automobile liability insurance in amounts not less than shown below . The owner shall be an additional named insured on this Insurance on this insurance with respect to all claims arising out of the operations or work to be performed . Commercial General Commercial General (Public) Liability, other than A. Premises / Operations Automobile B. Independent Contractors C . Products / Completed Operations $1 ,000, 000.00 Combined single limit for Bodily Injury D . Personal Injury and Property Damage E. Contractual Liability F. Explosion , Collapses, and Underground Property Damage Automobile A. Owner Leased Automobiles $1 ,000,000.00 Combined single limit Bodily Injury B. Non-Owned Automobiles and Damage Liability C . Hire Automobiles Proof of Carriage of Insurance: The contractor shall furnish the owner a certificate of insurance in a form acceptable to the owner for the insurance required . Such certificate or an endorsement provided by the contractor must state that the owner will be given thirty (30 ) days written notice prior to cancellation or material change in coverage . Copies of an endorsement-naming owner as Additional Name Insured must accompany the Certificate of Insurance . GC -7 If the Contractor does not correct such condemned work and material within a reasonable time as fixed by written notice , the Owner may correct it at the expense of such correction . Within ten days thereafter, the Owner may , upon ten days written notice , deduct all the cost and expenses that should have been borne by the Contractor. Article 20 , SUSPENSION OF WORK The Owner may at any time suspend the work , or any part thereof by giving five days notice to the Contractor in writing . The work shall be resumed by the Contractor within ten days after the date fixed in a written notice to resume work from the Owner to the Contractor. The Owner will reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as result of such suspension unless the suspension was ordered by the Engineer to enforce the contract or for any violation of the contract . Article 21 , THE OWNERS'S RIGHT TO DO WORK If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this contract , the Owner, after three days written notice to the Contractor, may , without prejudice to any other remedy he may have , make good such deficiencies at the Contractor' s expense . Article 22 , THE OWNER' S RIGHT TO TERMINATE CONTRACT If the Contractor should be adjudged a bankrupt , or if he should make a general assignment for the benefit of his creditors , or if a receiver should be appointed on account of his insolvency , or if a writ of garnishment shall be served upon the Owner, seeking to reach funds due or to become due the Contractor, or if the Government of the United States or any state or county shall garnishee , distrain , attach , or seek to reach funds due or to become due the Contractor, or if he should persistently or repeatedly refuse or should fail , except in cases of which extension of time is provided , to supply enough properly skilled workmen or proper materials , or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws , ordinances or the authority of the Engineer, or otherwise be guilty of a substantial violation of any provision of the contract , then the Owner, upon the certificate of the Engineer that sufficient cause exists to justify such action may without prejudice to any other right or remedy and after giving the Contractor seven days written notice , terminate the employment of the Contractor and take possession of the premises and of all materials , tools , and appliances thereon and finish the work by whatever method he may deem expedient. In such case , the Contractor will not be entitled to receive any further payment until the work is finished . If the unpaid balance of the contract price exceeds the expense of finishing the work , including compensation for additional managerial and administrative services , such excess will be paid to the Contractor. If such expense exceeds such unpaid balance , the Contractor shall pay the difference to the Owner. The expense incurred by the Owner as herein provided , and the damage incurred through the Contractors default will be certified by the Engineer and deducted by the Owner from any sums , which would otherwise be due to the Contractor. All parties agree to be bound by engineer's certified cost estimate summary Article 23 , CONTRACTOR' S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work should be stopped under an order of any court , or other public authority for a period of three months , through no act or fault of the Contractor or of anyone employed by him , or if the Engineer should fail to issue any estimate for payment within seven days after it is due , or if the Owner fails to pay the Contractor within ten days of its maturity and presentation , any sum certified by the Engineer or awarded by arbitrators , then the Contractor may , upon seven days written notice to the Owner and the Engineer, stop work or terminate this contract and recover from the GC-6 Article 10 . ROYALTIES AND PATENTS The Contractor shall pay all royalties and license fees . He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof except that the Owner shall be responsible for all such loss when a particular process or the product of a particular manufacturer or manufacturers is specified, unless the Owner has notified the Contractor prior to the signing of the contract or included in the specifications a provision that there may be a patented process or product included in the project . Article 11 . SURVEYS PERMITS AND REGULATIONS The Owner will provide a boundary surrey " sketch " depicting all property lines , right-of-way lines , easements , etc . , with monumentation , permanent reference points , and bench mark locations depicted . Permits and licenses necessary for the execution of the work shall be secured and paid for by the Contractor . Except those permits listed and included within these documents under the section titled " Regulatory Requirements and Notification/Construction Permits . " Easements for permanent structures or permanent changes in existing facilities will be secured and paid for by the Owner unless otherwise specified . The Contractor shall give all notices and comply with all laws , ordinances , rules and regulations bearing on the conduct of the work as drawn and specified . If the Contractor observes that the drawings and specifications are at variance therewith , he shall notify the Engineer in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work . If the Contractor performs any work knowing it to be contrary to such laws , ordinances , rules and regulations and without such notice to the Engineer, he shall bear all costs arising therefrom . Article 12 . SAFETY AND PROTECTION ; EMERGENCIES The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage , injury or loss to ; all employees on the work and other persons who may be affected thereby , all the work and all materials or equipment to be incorporated therein , whether in storage on or off the site , and other property at the site or adjacent thereto , including trees , shrubs , lawns , walks , pavements , roadway , structures and utilities not designated for removal , relocation or replacement in the course of construction . He shall comply with all applicable safety and building laws and codes of federal , state , municipal and other governmental bodies for the safety of persons or property or to protect them from damage , injury or loss . He shall erect and maintain , as required by the conditions and progress or the work all necessary safeguards for their safety and protection , including posting danger signs and other warnings against hazards , promulgating safety regulations and notifying owners of adjacent utilities . When the use or storage of explosives or other hazardous materials is necessary for the execution of the work , the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of licensed specially qualified personnel . All damage , injury or loss to any such property caused , directly or indirectly , in whole or in part, by the Contractor, any Subcontractor or anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable , shall be remedied by the Contractor. In emergencies affecting the safety of persons or the work or property at the site or adjacent thereto , the Contractor, without special instruction or authorization from the Engineer or Owner, is obligated to act , at his discretion , to prevent threatened damage , injury or loss . He shall give the Engineer prompt written notice of injury or loss . GC - 3- - r He shall give the Engineer prompt written notice of any significant changes in the work or deviations from the contract documents caused thereby , and a change order shall thereupon be issued covering the changes and deviations involved . If the Contractor believes that additional work done by him in an emergency which arose from causes beyond his control entitles him to an increase in the contract price or an extension of the contract time , he may make a claim therefore as provided in Articles 16 and 18 . Article 13 . ACCESS TO THE WORK : UNCOVERING FINISHED WORK The Engineer and his representatives and other representatives of the Owner will at all times have access to the work. The Contractor shall provide proper facilities for such access and observation of the work or for any examination or testing thereof. Should it be considered necessary or advisable by the Engineer to re-examine any part of the work already fabricated , installed or completed , the Contractor, at the Engineer's request , shall uncover, expose or otherwise make available for examination or testing that portion of the work in question , furnishing all necessary labor, material and equipment . If it is found that such work does not meet the requirements of the contract documents , the Contractor shall defray all the expenses of such examination and testing and of satisfactory reconstruction . If, however, such work is found to meet the requirements of the contract documents , the Contractor will be allowed an increase in the contract price or extension of the contract time directly attributable to such uncovering , exposure , examination and testing , if he makes a claim therefore as provided in Articles 16 and 18 . Article 14 . SUPERINTENDENCE ; SUPERVISION The Contractor shall keep in his work during its progress a competent superintendent and any necessary assistants , all satisfactory to the Engineer . The superintendent shall not be changed except with the consent of the Engineer, unless the superintendent proves to be unsatisfactory to the Contractor and ceases to be in his employment . The superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the Contractor. Important directions will be confirmed on written request in each case . The Contractor shall give efficient supervision to the work, using his best skill and attention . If in the opinion of the Engineer or the Owner's Representative , the supervision of the work is inefficient or in any way unsatisfactory , the Contractor shall immediately assign a superintendent to the work who is satisfactory to the Engineer. If the Contractor, in the course of the work , finds any discrepancy between the drawings and the physical conditions of the locality, or any errors or omissions in the drawings or in layout as given by points and instructions , it shall be his duty to immediately inform the Engineer, in writing , and the Engineer will promptly verify the same . Any work done after such discovery , until authorized , will be done at the Contractor' s risk . Neither party shall employ or hire any employees of the other party without his consent . Article 15 , CHANGES IN THE WORK The Owner, without invalidating the contract, may order extra work or make changes by altering , adding to , or deducting from the work, the contract sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except that any claim for extension of time caused thereby will be adjusted at the time of ordering such change . The Engineer will have authority to make minor changes in the work, not involving extra cost , and not inconsistent with the purpose of the work , but otherwise , except in an emergency endangering GC-4 Owner payments for all work executed and any loss sustained upon any plant or materials and reasonable profit and damages . Article 24 , REMOVAL OF EQUIPMENT In the case of annulment of this contract before completion , from any cause whatever, the Contractor, if notified to do so by the Owner, shall promptly remove any part or all of his equipment and supplies from the property of the Owner, failing which the Owner will have the right to remove ! such equipment and supplies at the expense of the Contractor, and the Owner, failing which the Owner will have the right to remove such equipment and supplies at the expense of the Contractor, and the Owner shall have the right to store such equipment and supplies at the Contractor's expense . Neither the Owner nor the Engineer shall incur any liability to the Contractor for loss or damage to the supplies and equipment so removed and/or stored . Article 25 , USE OF COMPLETED PORTIONS The Owner will have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the fact that the time for completing the entire work or such portions may not have expired , but such taking possession and use will not be deemed an acceptance of any work not completed in accordance with the contract documents . If such prior use increases the cost of or delays the work, the Contractor will be entitled to such extra compensation , or extension of time , or both , as the Engineer may determine . Article 26 . PAYMENTS WITHHELD The Owner may withhold or, on account of subsequently discovered evidence , nullify the whole or a part of any certificate to such an extent as may be necessary to protect himself from loss . on account of: (A) Defective work not remedied. (B) Claims filed or reasonable evidence indicating probable filing of claims , (C) Failure on the Contractor to make payments properly to subcontractor or for material or labor. (D) The Owner's opinion that the contract cannot be completed for the balance then unpaid . ( E) Damage to another contractor. ( F) Failure to maintain adequate progress . When the above grounds are removed , . payment will be made for amounts withheld because of them . Article 27 . LIABILITY INSURANCE REQUIREMENTS Public Liability Insurance: The contractor shall procure and maintain broad form commercial general liability insurance (including contractual coverage ) and commercial automobile liability insurance in amounts not less than shown below . The owner shall be an additional named insured on this Insurance on this insurance with respect to all claims arising out of the operations or work to be performed . Commercial General Commercial General (Public) Liability, other than A. Premises / Operations Automobile B. Independent Contractors C . Products / Completed Operations $1 ,000, 000.00 Combined single limit for Bodily Injury D . Personal Injury and Property Damage E. Contractual Liability F. Explosion , Collapses, and Underground Property Damage Automobile A. Owner Leased Automobiles $1 ,000,000.00 Combined single limit Bodily Injury B. Non-Owned Automobiles and Damage Liability C . Hire Automobiles Proof of Carriage of Insurance: The contractor shall furnish the owner a certificate of insurance in a form acceptable to the owner for the insurance required . Such certificate or an endorsement provided by the contractor must state that the owner will be given thirty (30 ) days written notice prior to cancellation or material change in coverage . Copies of an endorsement-naming owner as Additional Name Insured must accompany the Certificate of Insurance . GC -7 The Contractor shall indemnify and save the Owner, the Owner's Representative, the Engines and the Engineer's employees harmless of, from and against all losses , claims, demands , payments , suits , actions, debts, dues recoveries, and judgments of every kind, nature and description , including reasonable attomeys' fees, and Including but not limited to claims property damage and claims for injury to or death of persons brought or recovered ag st them during the period of legal limitations by reason of any action or omission of the said ntractor, his subcontractors , material men, agents , servants, or employees in the execution of a work or the guarding of it, in a sum not to exceed $300, 000 each person , $500, 000 each a dent for bodily injury 'or death and $50, 000 for property damage . The Contractor shall, at hi n cost and expense , secure and maintain throughout the execution of the work a poll c f Contractual Liability Insurance , written by an insurance company acceptable to the Owner a e Engineer. This policy of contractual liability insurance shall insure the Owner, t Engineer and the Engineer's employees , as their interests may appear, with limits o 00 , 000 for each person , $500 , 000 each incident for bodily injury or death and $50, 000 f roperty damage , and will protect the Owner, the Engineer and the Engineer's employees from ' ility for the acts and omissions of the Contractor, any of his subcontractors , servants, agents employees under this contract. Certificates of such insurance shall be delivered to the O er and Engineer before commencement of any of the work. The insurance poli shall contain a provision that the same shall not be canceled without first giving both the Ow r and the Engineer ten days notice in writing . With reference to Chapter 72=52 , Laws of Florid 972 , the specific considerations for the Contractor's promises as contained in this Art' are : (A) One dollar ($ 1 . 00) in hand paid by th wrier, the Engineer, and the Engineer's employees to the Contractor, receipt whereof is here acknowledged and the adequacy of which the Contractor accepts as completely fulfilling the o ations of the Owner, the Engineer, and the Engineer's employees under Chapter 72-52, s of Florida 1972 , and ; (B) The entry of the Owner a e Contractor into the construction contract because , but for the Contractor's promises as co ined in this Article, the Owner would not have entered into the construction contract with Contractor. Article 29 . BUILDERIS INSURANCE The Contractor, at ' own cost and expense shall secure and maintain throughout the execution of the work, and un ' e full acceptance thereof by the Owner, policies of builder's risk insurance including fire a extended coverage , vandalism and malicious mischief, as will protect the Contractor, er and Engineer and payable to the Owner for the benefit of the Contractor, the Owner an a Engineer, as their respective interests may appear. Certificates of such insurance shall be ivered by the Contractor to the Owner and to the Engineer before the commencement of any the work . These insurance policies shall contain a provision to the effect that the same shal of be canceled without first giving the Owner and Engineer thirty days notice in writing . This pr sion shall not release the Contractor of his obligation to complete , according to plans and ecifications , the project covered by the contract, and the Contractor and his surety shall be GC-8 i s , Article 34, RIGHTS OF VARIOUS INTERESTS Wherever work being done by the Owner's forces or by the other contractors is contiguous to work covered by this contract, the respective rights of the various interests involved will be established by the Owner and Engineer, to secure the completion of the various portions of the work in general harmony. Article 35 , SEPARATE CONTRACTS The Owner reserves , the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their materials and the execution of their work, and shall properly conduct and coordinate his work with theirs . If any part of the Contractor's work demands , for proper execution or results upon the work of any other contractor, the Contractor shall inspect and promptly report to the Engineer any defects in such work that render it unsuitable for such proper execution and results . His failure to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of the work. To insure the proper execution of this subsequent work, the Contractor shall measure work already in place and shall at once report to the Engineer any discrepancy between the executed work and the drawings. Article 36 . SUBCONTRACTS The Contractor shall submit the names of subcontractors proposed for the work, along with the sealed proposal , and shall not employ subcontractors, unless they are accepted by the Engineer. The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and, of persons either directly or indirectly employed by them , as he is for the acts and omissions of persons directly employed by him . Nothing contained in the contract documents shall create any contractual relationship between any subcontractors and the Owner. Article 37. CONSTRUCTION STAKE-OUTICONTROL POINTS Stake-out shall be provided for as outlined in the special provisions . Article 38 . ENGINEER' S STATUS DURING CONSTRUCTION The Engineer will be the Owner's representative during the construction period. All instructions of the Owner to the Contractor shall be issued through the Engineer. The duties and responsibilities and the limitations of authority of the Engineer as the Owner's representative during construction are set forth in Articles 1 through 42 of these General Conditions and shall not be extended Without written consent of the Owner and the Engineer. The Owner may employ a personal representative during the construction . The representative shall not instruct the Contractor as to project specifications that could conflict with the approved plans , without prior consent from the Engineer. He shall make periodic visits to the site to observe the progress and quality of the executed work and to determine in general if the work is proceeding in accordance with the contract documents . He will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the work, nor will he be responsible for the techniques or sequences of construction , or GC-10 i the safety precautions incident thereto . He will not be responsible for the Contractor's failure to J perform the work in accordance with the contract documents , During such visits and on the basis of his on-site observations as an experienced and qualified design professional, he will keep the Owner informed of the work , and will endeavor to guard the Owner against defects and deficiencies in the work of contractors and may disapprove work as failing to conform to the contract documents . Whenever he considers it necessary or advisable to insure the proper i carrying out of the intent of the contract documents , the Engineer shall have authority to require the Contractor to stop the work , or to require special examination or testing of the work (whether or not fabricated , installed or completed ) , but this authority shall not give rise to any duty or responsibility of the Engineer to the Contractor , the subcontractors or any of their agents or employees to do so . If the Owner and Engineer agree , the Engineer will provide one or more full-time resident project representatives to assist the Engineer in carrying out his responsibilities at the site . The duties , j responsibilities , and limitation of authority of any such resident project representative shall be as set forth in an exhibit to be incorporated in the contract documents . � Article 39 . ENGINEER' S DECISIONS The Engineer will , within a reasonable time after their presentation to him , make decisions in J writing on all claims of the Owner or the Contractor and on all .other matters relating to the execution and progress of the work or the interpretation of the contract . i Article 40 . MEDIATION j (A) Demand for mediation : Any decision of the Engineer, which is subject to mediation , shall be J submitted to mediation upon the demand of either party to the dispute . i The Contractor shall not cause a delay of the work because of the pendency of mediation proceedings , except with the written permission of the Engineer, and then only until the mediator has an opportunity to determine whether or not the work shall continue until they decide the matters in dispute . The demand for mediation shall be delivered in writing to the Engineer and the adverse party , either personally or by registered mail to the last known address of each , within ten days of the receipt of the Engineer's decision , and in no case after final payment has been accepted . If the + Engineer fails to make a decision within thirty days , a demand for mediation may be made as if his i decision has been rendered against the demanding party , ( B ) Mediator: No one shall be nominated or act as a mediator who is in any way financially interested in this contract ; or in the business affairs of the Owner , or the Contractor, or the Engineer, or otherwise connected with any of them . The mediator shall be a person familiar with i the nature of the work or the problem involved in the dispute submitted for mediation . The parties may agree upon one arbitrator. I 1 J i GC - 11 J l Article 30 , GUARANTY BONDS The Owner will have the right, prior to the signing of the contract, to require the Contractor to furnish bond covering his faithful performance of the contract and the payment of all obligations arising thereunder, In such forms as the Owner may prescribed and with such sureties as he may approve. Premium for such bond if required , shall be paid by the owner. Article 31 . DAMAGES Any claim for damage arising under this contract shall be made in writing to the party liable within ten days after the first observance of such damage and not later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials . Article 32 . LIENS Anything contained in any of the contract documents notwithstanding , all progress payments and the final payment shall be paid by the Owner to the Contractor in compliance with the provisions of Chapter 713, Florida Statutes , The Owner shall withhold ten percent of the amount of each progress payment. The last payment due under the contract shall be paid by the Owner to the Contractor only after the Contractor has furnished the Owner with a final affidavit as required by Section 713 . 06 (3) (d) Florida Statutes stating that all persons , firms or corporations who have furnished labor or materials , employed directly or indirectly in the work, have been paid in full , and in addition , before the Contractor shall have the right to receive the final payment due under the contract , the Contractor shall furnish the Owner with full release of liens from all persons giving notice as defined in Section 713 .01 ( 19) Florida Statutes , and from all lienors recording claims of lien , and from all persons , firms or corporations who have performed or furnished labor, services or materials , directly or indirectly, used in the work . The Owner shall have the right to demand and receive from the Contractor before he shall receive any progress payment, receipted bills showing payment in full for all labor, services and materials incorporated into the work, for the period of time for which the progress payment is due . Likewise , as a condition to receiving any progress payment, the Owner may require the Contractor to furnish partial releases of lien executed by all persons , firms and I corporations who have furnished labor, services or materials incorporated into the work during the period of time for which the progress payment is due , releasing such lien rights as these persons, firms or corporations may have for that period . If any of the laborers , subcontractors or material men shall serve upon the Owner a " Notice to Owner" or shall otherwise put the owner on notice that they are owed and unpaid money by the Contractor, the Owner shall have the right to pay these persons directly in the manner provided by the aforesaid Mechanic's Lien Law, and the ! Owner shall receive a credit therefore upon the contract price accordingly . The Contractor does hereby release , remise and quit claim any and all rights he would have otherwise enjoyed to perfect a Mechanic's Lien or any other type of statutory common law or equitable lien against the job. Article 33 . ASSIGNMENT Neither party to the contract shall assign the contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him hereunder, without the written consent of the Owner. Any attempt by the Contractor to assign this contract or any of the monies which may become payable hereunder, in whole or part, without the written consent of the Owner, shall be ineffective and shall vest no rights in the assignee . GC-9 r The Contractor shall indemnify and save the Owner, the Owner's Representative, the Engines and the Engineer's employees harmless of, from and against all losses , claims, demands , payments , suits , actions, debts, dues recoveries, and judgments of every kind, nature and description , including reasonable attomeys' fees, and Including but not limited to claims property damage and claims for injury to or death of persons brought or recovered ag st them during the period of legal limitations by reason of any action or omission of the said ntractor, his subcontractors , material men, agents , servants, or employees in the execution of a work or the guarding of it, in a sum not to exceed $300, 000 each person , $500, 000 each a dent for bodily injury 'or death and $50, 000 for property damage . The Contractor shall, at hi n cost and expense , secure and maintain throughout the execution of the work a poll c f Contractual Liability Insurance , written by an insurance company acceptable to the Owner a e Engineer. This policy of contractual liability insurance shall insure the Owner, t Engineer and the Engineer's employees , as their interests may appear, with limits o 00 , 000 for each person , $500 , 000 each incident for bodily injury or death and $50, 000 f roperty damage , and will protect the Owner, the Engineer and the Engineer's employees from ' ility for the acts and omissions of the Contractor, any of his subcontractors , servants, agents employees under this contract. Certificates of such insurance shall be delivered to the O er and Engineer before commencement of any of the work. The insurance poli shall contain a provision that the same shall not be canceled without first giving both the Ow r and the Engineer ten days notice in writing . With reference to Chapter 72=52 , Laws of Florid 972 , the specific considerations for the Contractor's promises as contained in this Art' are : (A) One dollar ($ 1 . 00) in hand paid by th wrier, the Engineer, and the Engineer's employees to the Contractor, receipt whereof is here acknowledged and the adequacy of which the Contractor accepts as completely fulfilling the o ations of the Owner, the Engineer, and the Engineer's employees under Chapter 72-52, s of Florida 1972 , and ; (B) The entry of the Owner a e Contractor into the construction contract because , but for the Contractor's promises as co ined in this Article, the Owner would not have entered into the construction contract with Contractor. Article 29 . BUILDERIS INSURANCE The Contractor, at ' own cost and expense shall secure and maintain throughout the execution of the work, and un ' e full acceptance thereof by the Owner, policies of builder's risk insurance including fire a extended coverage , vandalism and malicious mischief, as will protect the Contractor, er and Engineer and payable to the Owner for the benefit of the Contractor, the Owner an a Engineer, as their respective interests may appear. Certificates of such insurance shall be ivered by the Contractor to the Owner and to the Engineer before the commencement of any the work . These insurance policies shall contain a provision to the effect that the same shal of be canceled without first giving the Owner and Engineer thirty days notice in writing . This pr sion shall not release the Contractor of his obligation to complete , according to plans and ecifications , the project covered by the contract, and the Contractor and his surety shall be GC-8 i life or property , no extra work or change will be made unless in the pursuance of a written order by the Engineer and owner, and no claim for an addition to the contract sum will be valid unless so ordered in writing . The value of any such extra work or change will be determined in one or more of the following ways : (A) By estimate and acceptance in a lump sum . ( B) By unit prices named in the contract or subsequently agreed upon . (C) By cost and percentage or by cost and a fixed fee . If none of the above methods is agreed upon , the Contractor, provided he receives an order as above , shall proceed with the work . In such case and also under case (C) he shall keep and present in such form as the Engineer may direct , a correct account of the net cost of labor and materials , together with vouchers . In any case , the Engineer will certify to the amount, including reasonable allowances for overhead and profit, due to the Contractor. Pending final determination of value , payments on account of changes will be made on the Engineer's estimate . Article 16 , CLAIMS EXTRA COST If the Contractor claims that any instructions by drawings or otherwise involve extra costs under this contract , he shall give the Engineer written notice thereof within 10 days after the receipt of such instructions , and in any event before proceeding to execute the work, except in emergency endangering life or property , and the procedure shall then be as provided in Article 15 " Changes in the Work Claims will not be processed unless filed in writing before any work is commenced . Article 17 , DEDUCTIONS FOR UNCORRECTED WORK If the Engineer deems it expedient to correct work injured or done not in accordance with the contract , an equitable deduction from the contract price will be made therefore . i Article 18 . DELAYS AND EXTENSION OF TIME If the Contractor is delayed at any time , in the progress of the work by an act or neglect of the Owner or of his employees , or by any other contractor employed by the Owner, or by changes ordered in the work or by strikes , lockouts , fire , unusual delay in transportation , unavoidable casualties or any causes beyond the Contractor's control , or by delay authorized by the Engineer pending arbitration , or by any cause which the Engineer may decide to justify the delay , then the time of completion will be extended for such reasonable time as the Engineer may decide . No such extension will be made for delay occurring more than seven days before claim is made in writing to i the Engineer. In the case of a continuing cause or delay , only one claim is necessary . If no schedule or agreement stating the dates upon which drawings shall be furnished is made , then no claim for delay will be allowed on account of failure to furnish drawings until two weeks after demand for such drawings and not then unless such claim be reasonable . This article does not exclude the recovery of damages for delay by either party under other provisions in the contract documents . Article 19 . CORRECTION OF WORK BEFORE FINAL PAYMENTS The Contractor shall promptly correct all work condemned by the Engineer as failing to conform to the contract and shall promptly replace and re-execute his own work in accordance with the contract and without expense to the Owner and shall bear the expense of making good all work of other contractors destroyed or damaged by such removal or replacement . GC-5 If the Contractor does not correct such condemned work and material within a reasonable time as fixed by written notice , the Owner may correct it at the expense of such correction . Within ten days thereafter, the Owner may , upon ten days written notice , deduct all the cost and expenses that should have been borne by the Contractor. Article 20 , SUSPENSION OF WORK The Owner may at any time suspend the work , or any part thereof by giving five days notice to the Contractor in writing . The work shall be resumed by the Contractor within ten days after the date fixed in a written notice to resume work from the Owner to the Contractor. The Owner will reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as result of such suspension unless the suspension was ordered by the Engineer to enforce the contract or for any violation of the contract . Article 21 , THE OWNERS'S RIGHT TO DO WORK If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this contract , the Owner, after three days written notice to the Contractor, may , without prejudice to any other remedy he may have , make good such deficiencies at the Contractor' s expense . Article 22 , THE OWNER' S RIGHT TO TERMINATE CONTRACT If the Contractor should be adjudged a bankrupt , or if he should make a general assignment for the benefit of his creditors , or if a receiver should be appointed on account of his insolvency , or if a writ of garnishment shall be served upon the Owner, seeking to reach funds due or to become due the Contractor, or if the Government of the United States or any state or county shall garnishee , distrain , attach , or seek to reach funds due or to become due the Contractor, or if he should persistently or repeatedly refuse or should fail , except in cases of which extension of time is provided , to supply enough properly skilled workmen or proper materials , or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws , ordinances or the authority of the Engineer, or otherwise be guilty of a substantial violation of any provision of the contract , then the Owner, upon the certificate of the Engineer that sufficient cause exists to justify such action may without prejudice to any other right or remedy and after giving the Contractor seven days written notice , terminate the employment of the Contractor and take possession of the premises and of all materials , tools , and appliances thereon and finish the work by whatever method he may deem expedient. In such case , the Contractor will not be entitled to receive any further payment until the work is finished . If the unpaid balance of the contract price exceeds the expense of finishing the work , including compensation for additional managerial and administrative services , such excess will be paid to the Contractor. If such expense exceeds such unpaid balance , the Contractor shall pay the difference to the Owner. The expense incurred by the Owner as herein provided , and the damage incurred through the Contractors default will be certified by the Engineer and deducted by the Owner from any sums , which would otherwise be due to the Contractor. All parties agree to be bound by engineer's certified cost estimate summary Article 23 , CONTRACTOR' S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work should be stopped under an order of any court , or other public authority for a period of three months , through no act or fault of the Contractor or of anyone employed by him , or if the Engineer should fail to issue any estimate for payment within seven days after it is due , or if the Owner fails to pay the Contractor within ten days of its maturity and presentation , any sum certified by the Engineer or awarded by arbitrators , then the Contractor may , upon seven days written notice to the Owner and the Engineer, stop work or terminate this contract and recover from the GC-6 Article 30 , GUARANTY BONDS The Owner will have the right, prior to the signing of the contract, to require the Contractor to furnish bond covering his faithful performance of the contract and the payment of all obligations arising thereunder, In such forms as the Owner may prescribed and with such sureties as he may approve. Premium for such bond if required , shall be paid by the owner. Article 31 . DAMAGES Any claim for damage arising under this contract shall be made in writing to the party liable within ten days after the first observance of such damage and not later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials . Article 32 . LIENS Anything contained in any of the contract documents notwithstanding , all progress payments and the final payment shall be paid by the Owner to the Contractor in compliance with the provisions of Chapter 713, Florida Statutes , The Owner shall withhold ten percent of the amount of each progress payment. The last payment due under the contract shall be paid by the Owner to the Contractor only after the Contractor has furnished the Owner with a final affidavit as required by Section 713 . 06 (3) (d) Florida Statutes stating that all persons , firms or corporations who have furnished labor or materials , employed directly or indirectly in the work, have been paid in full , and in addition , before the Contractor shall have the right to receive the final payment due under the contract , the Contractor shall furnish the Owner with full release of liens from all persons giving notice as defined in Section 713 .01 ( 19) Florida Statutes , and from all lienors recording claims of lien , and from all persons , firms or corporations who have performed or furnished labor, services or materials , directly or indirectly, used in the work . The Owner shall have the right to demand and receive from the Contractor before he shall receive any progress payment, receipted bills showing payment in full for all labor, services and materials incorporated into the work, for the period of time for which the progress payment is due . Likewise , as a condition to receiving any progress payment, the Owner may require the Contractor to furnish partial releases of lien executed by all persons , firms and I corporations who have furnished labor, services or materials incorporated into the work during the period of time for which the progress payment is due , releasing such lien rights as these persons, firms or corporations may have for that period . If any of the laborers , subcontractors or material men shall serve upon the Owner a " Notice to Owner" or shall otherwise put the owner on notice that they are owed and unpaid money by the Contractor, the Owner shall have the right to pay these persons directly in the manner provided by the aforesaid Mechanic's Lien Law, and the ! Owner shall receive a credit therefore upon the contract price accordingly . The Contractor does hereby release , remise and quit claim any and all rights he would have otherwise enjoyed to perfect a Mechanic's Lien or any other type of statutory common law or equitable lien against the job. Article 33 . ASSIGNMENT Neither party to the contract shall assign the contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him hereunder, without the written consent of the Owner. Any attempt by the Contractor to assign this contract or any of the monies which may become payable hereunder, in whole or part, without the written consent of the Owner, shall be ineffective and shall vest no rights in the assignee . GC-9 r s , Article 34, RIGHTS OF VARIOUS INTERESTS Wherever work being done by the Owner's forces or by the other contractors is contiguous to work covered by this contract, the respective rights of the various interests involved will be established by the Owner and Engineer, to secure the completion of the various portions of the work in general harmony. Article 35 , SEPARATE CONTRACTS The Owner reserves , the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their materials and the execution of their work, and shall properly conduct and coordinate his work with theirs . If any part of the Contractor's work demands , for proper execution or results upon the work of any other contractor, the Contractor shall inspect and promptly report to the Engineer any defects in such work that render it unsuitable for such proper execution and results . His failure to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of the work. To insure the proper execution of this subsequent work, the Contractor shall measure work already in place and shall at once report to the Engineer any discrepancy between the executed work and the drawings. Article 36 . SUBCONTRACTS The Contractor shall submit the names of subcontractors proposed for the work, along with the sealed proposal , and shall not employ subcontractors, unless they are accepted by the Engineer. The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and, of persons either directly or indirectly employed by them , as he is for the acts and omissions of persons directly employed by him . Nothing contained in the contract documents shall create any contractual relationship between any subcontractors and the Owner. Article 37. CONSTRUCTION STAKE-OUTICONTROL POINTS Stake-out shall be provided for as outlined in the special provisions . Article 38 . ENGINEER' S STATUS DURING CONSTRUCTION The Engineer will be the Owner's representative during the construction period. All instructions of the Owner to the Contractor shall be issued through the Engineer. The duties and responsibilities and the limitations of authority of the Engineer as the Owner's representative during construction are set forth in Articles 1 through 42 of these General Conditions and shall not be extended Without written consent of the Owner and the Engineer. The Owner may employ a personal representative during the construction . The representative shall not instruct the Contractor as to project specifications that could conflict with the approved plans , without prior consent from the Engineer. He shall make periodic visits to the site to observe the progress and quality of the executed work and to determine in general if the work is proceeding in accordance with the contract documents . He will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the work, nor will he be responsible for the techniques or sequences of construction , or GC-10 to the Engineer, either personally or by registered mail to the last known address of each , of the time and place for the beginning of the hearings of the matters submitted to them . Each party ay submit to the arbitrators such evidence and argument as he may desire, and the arbitrators ay consider pertinent. The arbitrators shall , however, be the judges of all matters of laws an act relating to both the subject matters of and the procedure during arbitration and shall n e found by technical rules of law or procedure . They may hear evidence in whatever form they desire. The parties may be rep r ented before them by such persons as each may select, subject to the disciplinary power a arbitrators if such representative shall interfere with the orderly or speedy conduct of th roceedings . Each party and the Engineer shall supply the arbitrators with such pa and information as they may demand , or with any witness whose movements are subject to eir respective control , and upon refusal or neglect to comply with such demands the arbitra may render their decision without the evidence which might have been elicited therefro d the absence of such evidence shall afford no grounds for challenge of the award by the pa refusing or neglecting to comply with such demand . The submission to arbitration (the statement of the ers in dispute between the parties to be passed upon by the arbitrators) shall be in writing y acknowledged before a notary. Unless waived in writing by both parties to the arbitratio he arbitrators , before hearing the testimony, shall be sworn in by an officer authorized by I to administer an oath , faithfully and fairly to hear and examine the matters in controversy an make a just award according to the best of their understanding . The arbitrators , if they deem the ca demands it, are authorized to award to the party, whose j contention is sustained, such su s they shall consider proper for the time , expense and trouble incident to the arbitration , and i e arbitration was demanded without reasonable cause, damages for delay and other sses . The arbitrators shall fix their own compensation unless otherwise provided by agr ant and shall assess the costs and charges of the arbitration upon either or both parties . T award of the arbitrators shall be in writing and acknowledged like a deed to be recorded , d a duplicate shall be delivered personally or by registered mail , forthwith upon its rendition t ach of the parties to the controversy and to the Engineer. The award of arbitrators shall not be open to objections on account of the form of the proceeding the award , unless otherwise provided by the controlling statutes. In the nt of such statutes providing on any matter covered by this article otherwise than as here ' efore specified , the method or procedure throughout and the legal effect of the award shall be oily in accord with said statues , it being the intention hereby to lay down a principle of action e 11 followed , leaving its local application to be adapted to the legal requirements of the GC- 12 Article 41 . LANDS FOR WORK. The Owner will provide the lands upon which the work under this contract is to be done , except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material , together with right of access to same . Article 42 . CLEANING UP The Contractor shall keep the premises free from accumulations of waste materials , rubbish and other debris resulting from his operations , remove from the Owner's property and from all public and private property at his own expense , all temporary structures , rubbish and waste materials resulting from his operation , and shall leave the site clean and ready for use by the Owner. i i ,f GC- 13 i the safety precautions incident thereto . He will not be responsible for the Contractor's failure to J perform the work in accordance with the contract documents , During such visits and on the basis of his on-site observations as an experienced and qualified design professional, he will keep the Owner informed of the work , and will endeavor to guard the Owner against defects and deficiencies in the work of contractors and may disapprove work as failing to conform to the contract documents . Whenever he considers it necessary or advisable to insure the proper i carrying out of the intent of the contract documents , the Engineer shall have authority to require the Contractor to stop the work , or to require special examination or testing of the work (whether or not fabricated , installed or completed ) , but this authority shall not give rise to any duty or responsibility of the Engineer to the Contractor , the subcontractors or any of their agents or employees to do so . If the Owner and Engineer agree , the Engineer will provide one or more full-time resident project representatives to assist the Engineer in carrying out his responsibilities at the site . The duties , j responsibilities , and limitation of authority of any such resident project representative shall be as set forth in an exhibit to be incorporated in the contract documents . � Article 39 . ENGINEER' S DECISIONS The Engineer will , within a reasonable time after their presentation to him , make decisions in J writing on all claims of the Owner or the Contractor and on all .other matters relating to the execution and progress of the work or the interpretation of the contract . i Article 40 . MEDIATION j (A) Demand for mediation : Any decision of the Engineer, which is subject to mediation , shall be J submitted to mediation upon the demand of either party to the dispute . i The Contractor shall not cause a delay of the work because of the pendency of mediation proceedings , except with the written permission of the Engineer, and then only until the mediator has an opportunity to determine whether or not the work shall continue until they decide the matters in dispute . The demand for mediation shall be delivered in writing to the Engineer and the adverse party , either personally or by registered mail to the last known address of each , within ten days of the receipt of the Engineer's decision , and in no case after final payment has been accepted . If the + Engineer fails to make a decision within thirty days , a demand for mediation may be made as if his i decision has been rendered against the demanding party , ( B ) Mediator: No one shall be nominated or act as a mediator who is in any way financially interested in this contract ; or in the business affairs of the Owner , or the Contractor, or the Engineer, or otherwise connected with any of them . The mediator shall be a person familiar with i the nature of the work or the problem involved in the dispute submitted for mediation . The parties may agree upon one arbitrator. I 1 J i GC - 11 J l s , Article 34, RIGHTS OF VARIOUS INTERESTS Wherever work being done by the Owner's forces or by the other contractors is contiguous to work covered by this contract, the respective rights of the various interests involved will be established by the Owner and Engineer, to secure the completion of the various portions of the work in general harmony. Article 35 , SEPARATE CONTRACTS The Owner reserves , the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their materials and the execution of their work, and shall properly conduct and coordinate his work with theirs . If any part of the Contractor's work demands , for proper execution or results upon the work of any other contractor, the Contractor shall inspect and promptly report to the Engineer any defects in such work that render it unsuitable for such proper execution and results . His failure to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of the work. To insure the proper execution of this subsequent work, the Contractor shall measure work already in place and shall at once report to the Engineer any discrepancy between the executed work and the drawings. Article 36 . SUBCONTRACTS The Contractor shall submit the names of subcontractors proposed for the work, along with the sealed proposal , and shall not employ subcontractors, unless they are accepted by the Engineer. The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and, of persons either directly or indirectly employed by them , as he is for the acts and omissions of persons directly employed by him . Nothing contained in the contract documents shall create any contractual relationship between any subcontractors and the Owner. Article 37. CONSTRUCTION STAKE-OUTICONTROL POINTS Stake-out shall be provided for as outlined in the special provisions . Article 38 . ENGINEER' S STATUS DURING CONSTRUCTION The Engineer will be the Owner's representative during the construction period. All instructions of the Owner to the Contractor shall be issued through the Engineer. The duties and responsibilities and the limitations of authority of the Engineer as the Owner's representative during construction are set forth in Articles 1 through 42 of these General Conditions and shall not be extended Without written consent of the Owner and the Engineer. The Owner may employ a personal representative during the construction . The representative shall not instruct the Contractor as to project specifications that could conflict with the approved plans , without prior consent from the Engineer. He shall make periodic visits to the site to observe the progress and quality of the executed work and to determine in general if the work is proceeding in accordance with the contract documents . He will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the work, nor will he be responsible for the techniques or sequences of construction , or GC-10 Owner payments for all work executed and any loss sustained upon any plant or materials and reasonable profit and damages . Article 24 , REMOVAL OF EQUIPMENT In the case of annulment of this contract before completion , from any cause whatever, the Contractor, if notified to do so by the Owner, shall promptly remove any part or all of his equipment and supplies from the property of the Owner, failing which the Owner will have the right to remove ! such equipment and supplies at the expense of the Contractor, and the Owner, failing which the Owner will have the right to remove such equipment and supplies at the expense of the Contractor, and the Owner shall have the right to store such equipment and supplies at the Contractor's expense . Neither the Owner nor the Engineer shall incur any liability to the Contractor for loss or damage to the supplies and equipment so removed and/or stored . Article 25 , USE OF COMPLETED PORTIONS The Owner will have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the fact that the time for completing the entire work or such portions may not have expired , but such taking possession and use will not be deemed an acceptance of any work not completed in accordance with the contract documents . If such prior use increases the cost of or delays the work, the Contractor will be entitled to such extra compensation , or extension of time , or both , as the Engineer may determine . Article 26 . PAYMENTS WITHHELD The Owner may withhold or, on account of subsequently discovered evidence , nullify the whole or a part of any certificate to such an extent as may be necessary to protect himself from loss . on account of: (A) Defective work not remedied. (B) Claims filed or reasonable evidence indicating probable filing of claims , (C) Failure on the Contractor to make payments properly to subcontractor or for material or labor. (D) The Owner's opinion that the contract cannot be completed for the balance then unpaid . ( E) Damage to another contractor. ( F) Failure to maintain adequate progress . When the above grounds are removed , . payment will be made for amounts withheld because of them . Article 27 . LIABILITY INSURANCE REQUIREMENTS Public Liability Insurance: The contractor shall procure and maintain broad form commercial general liability insurance (including contractual coverage ) and commercial automobile liability insurance in amounts not less than shown below . The owner shall be an additional named insured on this Insurance on this insurance with respect to all claims arising out of the operations or work to be performed . Commercial General Commercial General (Public) Liability, other than A. Premises / Operations Automobile B. Independent Contractors C . Products / Completed Operations $1 ,000, 000.00 Combined single limit for Bodily Injury D . Personal Injury and Property Damage E. Contractual Liability F. Explosion , Collapses, and Underground Property Damage Automobile A. Owner Leased Automobiles $1 ,000,000.00 Combined single limit Bodily Injury B. Non-Owned Automobiles and Damage Liability C . Hire Automobiles Proof of Carriage of Insurance: The contractor shall furnish the owner a certificate of insurance in a form acceptable to the owner for the insurance required . Such certificate or an endorsement provided by the contractor must state that the owner will be given thirty (30 ) days written notice prior to cancellation or material change in coverage . Copies of an endorsement-naming owner as Additional Name Insured must accompany the Certificate of Insurance . GC -7 The Contractor shall indemnify and save the Owner, the Owner's Representative, the Engines and the Engineer's employees harmless of, from and against all losses , claims, demands , payments , suits , actions, debts, dues recoveries, and judgments of every kind, nature and description , including reasonable attomeys' fees, and Including but not limited to claims property damage and claims for injury to or death of persons brought or recovered ag st them during the period of legal limitations by reason of any action or omission of the said ntractor, his subcontractors , material men, agents , servants, or employees in the execution of a work or the guarding of it, in a sum not to exceed $300, 000 each person , $500, 000 each a dent for bodily injury 'or death and $50, 000 for property damage . The Contractor shall, at hi n cost and expense , secure and maintain throughout the execution of the work a poll c f Contractual Liability Insurance , written by an insurance company acceptable to the Owner a e Engineer. This policy of contractual liability insurance shall insure the Owner, t Engineer and the Engineer's employees , as their interests may appear, with limits o 00 , 000 for each person , $500 , 000 each incident for bodily injury or death and $50, 000 f roperty damage , and will protect the Owner, the Engineer and the Engineer's employees from ' ility for the acts and omissions of the Contractor, any of his subcontractors , servants, agents employees under this contract. Certificates of such insurance shall be delivered to the O er and Engineer before commencement of any of the work. The insurance poli shall contain a provision that the same shall not be canceled without first giving both the Ow r and the Engineer ten days notice in writing . With reference to Chapter 72=52 , Laws of Florid 972 , the specific considerations for the Contractor's promises as contained in this Art' are : (A) One dollar ($ 1 . 00) in hand paid by th wrier, the Engineer, and the Engineer's employees to the Contractor, receipt whereof is here acknowledged and the adequacy of which the Contractor accepts as completely fulfilling the o ations of the Owner, the Engineer, and the Engineer's employees under Chapter 72-52, s of Florida 1972 , and ; (B) The entry of the Owner a e Contractor into the construction contract because , but for the Contractor's promises as co ined in this Article, the Owner would not have entered into the construction contract with Contractor. Article 29 . BUILDERIS INSURANCE The Contractor, at ' own cost and expense shall secure and maintain throughout the execution of the work, and un ' e full acceptance thereof by the Owner, policies of builder's risk insurance including fire a extended coverage , vandalism and malicious mischief, as will protect the Contractor, er and Engineer and payable to the Owner for the benefit of the Contractor, the Owner an a Engineer, as their respective interests may appear. Certificates of such insurance shall be ivered by the Contractor to the Owner and to the Engineer before the commencement of any the work . These insurance policies shall contain a provision to the effect that the same shal of be canceled without first giving the Owner and Engineer thirty days notice in writing . This pr sion shall not release the Contractor of his obligation to complete , according to plans and ecifications , the project covered by the contract, and the Contractor and his surety shall be GC-8 i i the safety precautions incident thereto . He will not be responsible for the Contractor's failure to J perform the work in accordance with the contract documents , During such visits and on the basis of his on-site observations as an experienced and qualified design professional, he will keep the Owner informed of the work , and will endeavor to guard the Owner against defects and deficiencies in the work of contractors and may disapprove work as failing to conform to the contract documents . Whenever he considers it necessary or advisable to insure the proper i carrying out of the intent of the contract documents , the Engineer shall have authority to require the Contractor to stop the work , or to require special examination or testing of the work (whether or not fabricated , installed or completed ) , but this authority shall not give rise to any duty or responsibility of the Engineer to the Contractor , the subcontractors or any of their agents or employees to do so . If the Owner and Engineer agree , the Engineer will provide one or more full-time resident project representatives to assist the Engineer in carrying out his responsibilities at the site . The duties , j responsibilities , and limitation of authority of any such resident project representative shall be as set forth in an exhibit to be incorporated in the contract documents . � Article 39 . ENGINEER' S DECISIONS The Engineer will , within a reasonable time after their presentation to him , make decisions in J writing on all claims of the Owner or the Contractor and on all .other matters relating to the execution and progress of the work or the interpretation of the contract . i Article 40 . MEDIATION j (A) Demand for mediation : Any decision of the Engineer, which is subject to mediation , shall be J submitted to mediation upon the demand of either party to the dispute . i The Contractor shall not cause a delay of the work because of the pendency of mediation proceedings , except with the written permission of the Engineer, and then only until the mediator has an opportunity to determine whether or not the work shall continue until they decide the matters in dispute . The demand for mediation shall be delivered in writing to the Engineer and the adverse party , either personally or by registered mail to the last known address of each , within ten days of the receipt of the Engineer's decision , and in no case after final payment has been accepted . If the + Engineer fails to make a decision within thirty days , a demand for mediation may be made as if his i decision has been rendered against the demanding party , ( B ) Mediator: No one shall be nominated or act as a mediator who is in any way financially interested in this contract ; or in the business affairs of the Owner , or the Contractor, or the Engineer, or otherwise connected with any of them . The mediator shall be a person familiar with i the nature of the work or the problem involved in the dispute submitted for mediation . The parties may agree upon one arbitrator. I 1 J i GC - 11 J l to the Engineer, either personally or by registered mail to the last known address of each , of the time and place for the beginning of the hearings of the matters submitted to them . Each party ay submit to the arbitrators such evidence and argument as he may desire, and the arbitrators ay consider pertinent. The arbitrators shall , however, be the judges of all matters of laws an act relating to both the subject matters of and the procedure during arbitration and shall n e found by technical rules of law or procedure . They may hear evidence in whatever form they desire. The parties may be rep r ented before them by such persons as each may select, subject to the disciplinary power a arbitrators if such representative shall interfere with the orderly or speedy conduct of th roceedings . Each party and the Engineer shall supply the arbitrators with such pa and information as they may demand , or with any witness whose movements are subject to eir respective control , and upon refusal or neglect to comply with such demands the arbitra may render their decision without the evidence which might have been elicited therefro d the absence of such evidence shall afford no grounds for challenge of the award by the pa refusing or neglecting to comply with such demand . The submission to arbitration (the statement of the ers in dispute between the parties to be passed upon by the arbitrators) shall be in writing y acknowledged before a notary. Unless waived in writing by both parties to the arbitratio he arbitrators , before hearing the testimony, shall be sworn in by an officer authorized by I to administer an oath , faithfully and fairly to hear and examine the matters in controversy an make a just award according to the best of their understanding . The arbitrators , if they deem the ca demands it, are authorized to award to the party, whose j contention is sustained, such su s they shall consider proper for the time , expense and trouble incident to the arbitration , and i e arbitration was demanded without reasonable cause, damages for delay and other sses . The arbitrators shall fix their own compensation unless otherwise provided by agr ant and shall assess the costs and charges of the arbitration upon either or both parties . T award of the arbitrators shall be in writing and acknowledged like a deed to be recorded , d a duplicate shall be delivered personally or by registered mail , forthwith upon its rendition t ach of the parties to the controversy and to the Engineer. The award of arbitrators shall not be open to objections on account of the form of the proceeding the award , unless otherwise provided by the controlling statutes. In the nt of such statutes providing on any matter covered by this article otherwise than as here ' efore specified , the method or procedure throughout and the legal effect of the award shall be oily in accord with said statues , it being the intention hereby to lay down a principle of action e 11 followed , leaving its local application to be adapted to the legal requirements of the GC- 12 SPECIAL PROVISIONS 1 . COMMENCEMENT AND COMPLETION OF WORK - The Contractor will be required to commence work under this contract within five (5) days after the date of receipt by him of Notice to Proceed , and to complete the work ready for use not later than the time set forth in the contract . The time stated for completion shall include final clean up of the premises . 2 . INSPECTION - The work will be conducted under the general direction of the Engineer for the Owner and is subject to inspection by his appointed inspector and the Owner's Representative to insure compliance with the terms of the contract . No inspector is authorized to change any provisions of the specifications without written authorization of the Owner' s Engineer, nor shall the presence or absence of an inspector relieve the Contractor from any requirements of the contract . 3 . INSURANCE - See Articles 27 and 28 of the GENERAL CONDITIONS . Certificates of Insurance shall be filed with the Owner or his representative before work commences . 4 . ESTIMATED QUANTITIES The quantities stipulated in the proposal for various items are approximate only and subject to increase or decrease by the Owner in order to make them conform to the program of work selected and actual construction performed . The Contractor shall perform a complete and finished job of the scope designated in the award whether the final quantities are more or less than those estimated . However, the contractor is obligated to make his best effort to avoid waste and work efficiently . 5 . EXISTING UTILITIES AND STRUCTURES IF ANY - Existing utilities structures , and facilities shown on the plans , if any exist , were located as accurately as possible from the Owners records . Guarantee is not made that all existing facilities are shown or that those shown are entirely accurate . The Contractor shall assure himself of the actual location of such utilities , structure or facilities prior to performance of any work in the vicinity . The utility companies or utility agencies will cooperate with the Contractor in locating underground utilities that may be l subject to damage or interruption of services during the Contractor' s operations . Prior to start of work, the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity . The Owner will assume no liability for damages sustained or costs incurred because of the Contractor's operations in the vicinity of existing utilities or structures , or to the temporary bracing , and shoring of same . In the event that it is necessary to shore , brace or swing a utility, the utility company or department affected should be contacted and their permission secured as to method used for any such work. 6 . TOOLS . PLANT EQUIPMENT - If at any time before the commencement or during the progress of the work , tools , plant or equipment appear to the Engineer to be insufficient , inefficient or inappropriate to secure the quality of work required , or the proper rate of progress , the Engineer may order the Contractor to increase their efficiency , to improve character, to augment their number or substitute new tools , plant or equipment as the case may be . The Contractor shall conform to such orders . The failure of the Engineer to demand such increase of efficiency shall not relieve the Contractor of his obligation to secure the quality of work and the rate of progress necessary to complete the work within the time required by the contract and to the satisfaction of the Owner. SP- 1 7 . PARTIAL PAYMENTS - partial payments calculated from quantities of work performed will be made on or about the 10th of each month on pay estimates based on the previous month ' s progress . The Contractor shall , prior to the 25th of the preceding month , submit invoices for work performed for the previous month . The Engineer will certify all invoices before presenting them to the Owner for payment . The Engineer' s form of pay estimate stating that the bill is fair and equitable and in exact accord with the contract prices will be utilized for pay purposes . Ten percent ( 10 % ) of the amount due and payable to the Contractor will be retained from each partial payment . Final payment will be accomplished as prescribed in the Form of Agreement. 8 , RESTORATION OF DAMAGED PARTS OF THE WORK - It shall be the responsibility of the Contractor to repair, rebuild or restore to its former condition , any and all portions of existing utilities , structures , equipment , appurtenances or facilities other than those to be paid for under the specifications , which may be disturbed or damaged due to his construction operations . � 9 . STANDARDS FOR QUALITY AND WORKMANSHIP All work shall be first class and the finished product equal to the best-accepted standards of the trade and the category of work performed . 10 . TESTS - The Engineer shall have the right to require all materials to be submitted to test prior to incorporation in the work. In some instances , it may be expedient to make these tests at the source of supply and for this reason , it is required that the Contractor furnish the Engineer with information concerning the location of his source before incorporating material in the work . This does not in any way obligate the Engineer to perform tests for acceptance of material and does not relieve the Contractor of his responsibility to furnish satisfactory material . The Contractor shall furnish manufacturer' s certificates of compliance with these specifications , covering manufactured items incorporated in the work . The Contractor will be responsible for the payment of all required testing , as specified in the construction plans , including but not limited to : Density and/or F . B .V . or L . B . R . Tests : on subgrade , base , trench backfill , etc . For the minimum number of tests specified in the construction plans or these documents . The engineer shall be given satisfactory test results prior to payment for any items requiring testing . Standard Utility Testing : pressure tests , infiltration/exfiltration , T . V. /lamping , Bac- T/disinfection , etc . as specified by the construction plans and as specified by the local Utility Department . The Engineer must be present for all utility testing , and must be given 24-hour notice prior to testing . - Asphaltic Concrete Surface Course : the owner reserves the right to core sample/test at anytime . Correct results will be paid for by the owner. Otherwise , the Contractor will be responsible for the replacement of all defective materials . 11 . GUARANTY - All materials and the installation thereof which are furnished and installed by the Contractor under the terms of the contract , shall be guaranteed by the Contractor and his surety , through the Performance Bond included as a part of the contract documents , and shall guarantee against faulty workmanship , mechanical and physical defects , leakage , breakage and other damages and failure , under normal operation , for a period of one ( 1 ) year from the date of final payment , said date to constitute the commencement of the one SP-2 - Article 41 . LANDS FOR WORK. The Owner will provide the lands upon which the work under this contract is to be done , except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material , together with right of access to same . Article 42 . CLEANING UP The Contractor shall keep the premises free from accumulations of waste materials , rubbish and other debris resulting from his operations , remove from the Owner's property and from all public and private property at his own expense , all temporary structures , rubbish and waste materials resulting from his operation , and shall leave the site clean and ready for use by the Owner. i i ,f GC- 13 to the Engineer, either personally or by registered mail to the last known address of each , of the time and place for the beginning of the hearings of the matters submitted to them . Each party ay submit to the arbitrators such evidence and argument as he may desire, and the arbitrators ay consider pertinent. The arbitrators shall , however, be the judges of all matters of laws an act relating to both the subject matters of and the procedure during arbitration and shall n e found by technical rules of law or procedure . They may hear evidence in whatever form they desire. The parties may be rep r ented before them by such persons as each may select, subject to the disciplinary power a arbitrators if such representative shall interfere with the orderly or speedy conduct of th roceedings . Each party and the Engineer shall supply the arbitrators with such pa and information as they may demand , or with any witness whose movements are subject to eir respective control , and upon refusal or neglect to comply with such demands the arbitra may render their decision without the evidence which might have been elicited therefro d the absence of such evidence shall afford no grounds for challenge of the award by the pa refusing or neglecting to comply with such demand . The submission to arbitration (the statement of the ers in dispute between the parties to be passed upon by the arbitrators) shall be in writing y acknowledged before a notary. Unless waived in writing by both parties to the arbitratio he arbitrators , before hearing the testimony, shall be sworn in by an officer authorized by I to administer an oath , faithfully and fairly to hear and examine the matters in controversy an make a just award according to the best of their understanding . The arbitrators , if they deem the ca demands it, are authorized to award to the party, whose j contention is sustained, such su s they shall consider proper for the time , expense and trouble incident to the arbitration , and i e arbitration was demanded without reasonable cause, damages for delay and other sses . The arbitrators shall fix their own compensation unless otherwise provided by agr ant and shall assess the costs and charges of the arbitration upon either or both parties . T award of the arbitrators shall be in writing and acknowledged like a deed to be recorded , d a duplicate shall be delivered personally or by registered mail , forthwith upon its rendition t ach of the parties to the controversy and to the Engineer. The award of arbitrators shall not be open to objections on account of the form of the proceeding the award , unless otherwise provided by the controlling statutes. In the nt of such statutes providing on any matter covered by this article otherwise than as here ' efore specified , the method or procedure throughout and the legal effect of the award shall be oily in accord with said statues , it being the intention hereby to lay down a principle of action e 11 followed , leaving its local application to be adapted to the legal requirements of the GC- 12 Article 30 , GUARANTY BONDS The Owner will have the right, prior to the signing of the contract, to require the Contractor to furnish bond covering his faithful performance of the contract and the payment of all obligations arising thereunder, In such forms as the Owner may prescribed and with such sureties as he may approve. Premium for such bond if required , shall be paid by the owner. Article 31 . DAMAGES Any claim for damage arising under this contract shall be made in writing to the party liable within ten days after the first observance of such damage and not later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials . Article 32 . LIENS Anything contained in any of the contract documents notwithstanding , all progress payments and the final payment shall be paid by the Owner to the Contractor in compliance with the provisions of Chapter 713, Florida Statutes , The Owner shall withhold ten percent of the amount of each progress payment. The last payment due under the contract shall be paid by the Owner to the Contractor only after the Contractor has furnished the Owner with a final affidavit as required by Section 713 . 06 (3) (d) Florida Statutes stating that all persons , firms or corporations who have furnished labor or materials , employed directly or indirectly in the work, have been paid in full , and in addition , before the Contractor shall have the right to receive the final payment due under the contract , the Contractor shall furnish the Owner with full release of liens from all persons giving notice as defined in Section 713 .01 ( 19) Florida Statutes , and from all lienors recording claims of lien , and from all persons , firms or corporations who have performed or furnished labor, services or materials , directly or indirectly, used in the work . The Owner shall have the right to demand and receive from the Contractor before he shall receive any progress payment, receipted bills showing payment in full for all labor, services and materials incorporated into the work, for the period of time for which the progress payment is due . Likewise , as a condition to receiving any progress payment, the Owner may require the Contractor to furnish partial releases of lien executed by all persons , firms and I corporations who have furnished labor, services or materials incorporated into the work during the period of time for which the progress payment is due , releasing such lien rights as these persons, firms or corporations may have for that period . If any of the laborers , subcontractors or material men shall serve upon the Owner a " Notice to Owner" or shall otherwise put the owner on notice that they are owed and unpaid money by the Contractor, the Owner shall have the right to pay these persons directly in the manner provided by the aforesaid Mechanic's Lien Law, and the ! Owner shall receive a credit therefore upon the contract price accordingly . The Contractor does hereby release , remise and quit claim any and all rights he would have otherwise enjoyed to perfect a Mechanic's Lien or any other type of statutory common law or equitable lien against the job. Article 33 . ASSIGNMENT Neither party to the contract shall assign the contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any monies due or to become due to him hereunder, without the written consent of the Owner. Any attempt by the Contractor to assign this contract or any of the monies which may become payable hereunder, in whole or part, without the written consent of the Owner, shall be ineffective and shall vest no rights in the assignee . GC-9 r s , Article 34, RIGHTS OF VARIOUS INTERESTS Wherever work being done by the Owner's forces or by the other contractors is contiguous to work covered by this contract, the respective rights of the various interests involved will be established by the Owner and Engineer, to secure the completion of the various portions of the work in general harmony. Article 35 , SEPARATE CONTRACTS The Owner reserves , the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their materials and the execution of their work, and shall properly conduct and coordinate his work with theirs . If any part of the Contractor's work demands , for proper execution or results upon the work of any other contractor, the Contractor shall inspect and promptly report to the Engineer any defects in such work that render it unsuitable for such proper execution and results . His failure to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of the work. To insure the proper execution of this subsequent work, the Contractor shall measure work already in place and shall at once report to the Engineer any discrepancy between the executed work and the drawings. Article 36 . SUBCONTRACTS The Contractor shall submit the names of subcontractors proposed for the work, along with the sealed proposal , and shall not employ subcontractors, unless they are accepted by the Engineer. The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and, of persons either directly or indirectly employed by them , as he is for the acts and omissions of persons directly employed by him . Nothing contained in the contract documents shall create any contractual relationship between any subcontractors and the Owner. Article 37. CONSTRUCTION STAKE-OUTICONTROL POINTS Stake-out shall be provided for as outlined in the special provisions . Article 38 . ENGINEER' S STATUS DURING CONSTRUCTION The Engineer will be the Owner's representative during the construction period. All instructions of the Owner to the Contractor shall be issued through the Engineer. The duties and responsibilities and the limitations of authority of the Engineer as the Owner's representative during construction are set forth in Articles 1 through 42 of these General Conditions and shall not be extended Without written consent of the Owner and the Engineer. The Owner may employ a personal representative during the construction . The representative shall not instruct the Contractor as to project specifications that could conflict with the approved plans , without prior consent from the Engineer. He shall make periodic visits to the site to observe the progress and quality of the executed work and to determine in general if the work is proceeding in accordance with the contract documents . He will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the work, nor will he be responsible for the techniques or sequences of construction , or GC-10 Article 41 . LANDS FOR WORK. The Owner will provide the lands upon which the work under this contract is to be done , except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material , together with right of access to same . Article 42 . CLEANING UP The Contractor shall keep the premises free from accumulations of waste materials , rubbish and other debris resulting from his operations , remove from the Owner's property and from all public and private property at his own expense , all temporary structures , rubbish and waste materials resulting from his operation , and shall leave the site clean and ready for use by the Owner. i i ,f GC- 13 SPECIAL PROVISIONS 1 . COMMENCEMENT AND COMPLETION OF WORK - The Contractor will be required to commence work under this contract within five (5) days after the date of receipt by him of Notice to Proceed , and to complete the work ready for use not later than the time set forth in the contract . The time stated for completion shall include final clean up of the premises . 2 . INSPECTION - The work will be conducted under the general direction of the Engineer for the Owner and is subject to inspection by his appointed inspector and the Owner's Representative to insure compliance with the terms of the contract . No inspector is authorized to change any provisions of the specifications without written authorization of the Owner' s Engineer, nor shall the presence or absence of an inspector relieve the Contractor from any requirements of the contract . 3 . INSURANCE - See Articles 27 and 28 of the GENERAL CONDITIONS . Certificates of Insurance shall be filed with the Owner or his representative before work commences . 4 . ESTIMATED QUANTITIES The quantities stipulated in the proposal for various items are approximate only and subject to increase or decrease by the Owner in order to make them conform to the program of work selected and actual construction performed . The Contractor shall perform a complete and finished job of the scope designated in the award whether the final quantities are more or less than those estimated . However, the contractor is obligated to make his best effort to avoid waste and work efficiently . 5 . EXISTING UTILITIES AND STRUCTURES IF ANY - Existing utilities structures , and facilities shown on the plans , if any exist , were located as accurately as possible from the Owners records . Guarantee is not made that all existing facilities are shown or that those shown are entirely accurate . The Contractor shall assure himself of the actual location of such utilities , structure or facilities prior to performance of any work in the vicinity . The utility companies or utility agencies will cooperate with the Contractor in locating underground utilities that may be l subject to damage or interruption of services during the Contractor' s operations . Prior to start of work, the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity . The Owner will assume no liability for damages sustained or costs incurred because of the Contractor's operations in the vicinity of existing utilities or structures , or to the temporary bracing , and shoring of same . In the event that it is necessary to shore , brace or swing a utility, the utility company or department affected should be contacted and their permission secured as to method used for any such work. 6 . TOOLS . PLANT EQUIPMENT - If at any time before the commencement or during the progress of the work , tools , plant or equipment appear to the Engineer to be insufficient , inefficient or inappropriate to secure the quality of work required , or the proper rate of progress , the Engineer may order the Contractor to increase their efficiency , to improve character, to augment their number or substitute new tools , plant or equipment as the case may be . The Contractor shall conform to such orders . The failure of the Engineer to demand such increase of efficiency shall not relieve the Contractor of his obligation to secure the quality of work and the rate of progress necessary to complete the work within the time required by the contract and to the satisfaction of the Owner. SP- 1 ( 1 ) year warranty period . All materials and installations proving to be defective within the specified period of the guaranty shall be replaced , without cost to the Owner, by the manufacturer, the Contractor or by the surety . The period of guarantee of each such replacement shall be one ( 1 ) year from and after date of installation thereof. The contractor is required to furnish to Indian River County a performance bond in the amount of 25 % of the contract sum of the water and sewer utility construction ; guaranteeing that the contractor warrants the utility facilities to be free from defect in materials and workmanship as prescribed by the subdivision , platting , and land development ordinances of Indian River County , Florida . 12 . POWER AND WATER - All arrangements and costs for temporary power and water during construction , shall be the responsibility of the Contractor. If the Contractor requires water for his operations , he shall make application for service in compliance with current regulations and pay all costs in connection therewith . Unless otherwise set forth in the Schedule of Bid Items , the cost of power and water shall be included in the contract price . 13 . SALVAGED MATERIAL - All pipe , valves and fittings that are salvaged during this construction shall become the property of the Owner and shall be delivered to the Owner' s designated site of storage , and receipts therefore delivered to the Engineer within 48 hours of removal from service . 14 . DISTRIBUTION OF MATERIALS ON JOB SITE - Water main and force main pipe may be strung out along the construction centerline , except that deliveries shall be so scheduled such that no pipe or materials will be stored in any one location or vicinity thereof for more than 30 days . Storm sewer pipe shall be delivered to the job as required , but shall not be stored in any one location or vicinity thereof for more than 30 days . Sanitary sewer pipe shall be delivered only to and for the block between intersecting streets on which construction is under way . 15 . CONSTRUCTION SCHEDULE REQUIRED - Prior to the commencements of work by the Contractor, he shall have submitted a construction schedule to , and have received approval of same from the Engineer and the Owner's Representative . The construction schedule will be discussed at the pre-construction meeting of the Engineer and Contractor. Mandatory starting points , required commencement areas , construction sequence , prescribed order of completion , and completion timetables essential to the Owner, in addition to the time for completion as stated in the agreement , will be noted in an appendix to these special provisions , and will be incorporated into the construction schedule . 16 . ORDER OF WORK AND CLEANUP - All construction will be done on a block by block basis unless otherwise approved by the engineer. Before moving construction operations from one block to the next block , the Contractor is required to complete all work , except testing . A block is defined as the street lying between the first two successive intersecting streets . Work will include all phases of construction including but not limited to pipe mains and laterals , backfill , all structures including manholes , temporary road patching , curb , sidewalk and driveway replacement, hand-raking of shoulders and all areas disturbed by the Contractor, hand-brooming of the streets , seeding and/or sodding , and a final wash - down of the pavement . To this end , the Contractor will maintain on the job , a self-propelled sprinkler truck to lay dust , wash down pavements , and maintain grassed and sodded SP-3 areas . All of this work shall be included in the bid price for the units of work involved in the construction . 17 . EMERGENCY AND PUBLIC SAFETY - The Contractor is required to maintain 24-hour, 7 " day week communications facilities , labor, equipment and supplies to meet emergency repair situations , and correct any and all public safety hazards occasioned by performance of work under this contract . A telephone number to effect this service will be submitted to the Engineer and forwarded by him to the City Manager, Water and Sewer , Fire and Police Departments . Closing of streets for construction work requires prior 72-hour notice to Engineer, Fire and Police Department . Requests to shut off water or sewer service require prior 72-hour notice to Engineer , water and sewer department , and fire department . In all street closing and utility shutdowns , the residents so served also shall be notified 72 hours in advance by the Contractor. The Owner will operate or personally direct the closing or opening of any utility service at any and all times . 18 . NOTICES FROM CONTRACTOR REQUIRED BY OWNER - Notice shall be given to the Owner in writing , and acknowledged by the Owner 72 hours in advance for any action required of the Owner to close streets , shut off, or turn on of utilities , and resumption of inspection of the work after a stoppage of 48 hours , or more . Lack of acknowledgment in writing shall be prima-facia evidence that such notice was not given . 19 . SHOP DRAWINGS - The Contractor shall check and approve shop drawings before submitting them to the Engineer and Owner's Representative for approval . The shop drawings shall be forwarded in the following statement : "The Contractor by approving and submitting these shop drawings represents that he has determined and verified all field measurements and quantities , field construction criteria , materials , catalog numbers and similar data , and that he has reviewed and coordinated the information in the shop drawings with the requirements of the work and the contract documents ' Shop drawings will not be accepted directly from subcontractors or suppliers . Shop drawings that cannot be approved will be returned with reasons for rejection . Subsequent submissions shall be noted as revisions of the original submission . 20 . CONTRACTOR'S REPRESENTATIVE - The superintendent designated by the Contractor to supervise his work is to be removed form his capacity as the Contractor's representative , if found unsatisfactory , at the sole discretion of the Engineer, and replaced when the request for assignment of another representative is received by the Contractor. 21 . CORROSION PROTECTION - As the work progresses and it is determined by the Engineer that corrosion protection is necessary in certain areas , then ductile and cast iron pipe shall be encased in a polyethylene tube , unpigmented and having a minimum thickness of 8 mils , all in accordance with the requirements of the Cast Iron Pipe Research Association Specifications . Labor and material required to supply and install the polyethylene tube will be included in the unit price for this bid item . i SP-4 - 7 . PARTIAL PAYMENTS - partial payments calculated from quantities of work performed will be made on or about the 10th of each month on pay estimates based on the previous month ' s progress . The Contractor shall , prior to the 25th of the preceding month , submit invoices for work performed for the previous month . The Engineer will certify all invoices before presenting them to the Owner for payment . The Engineer' s form of pay estimate stating that the bill is fair and equitable and in exact accord with the contract prices will be utilized for pay purposes . Ten percent ( 10 % ) of the amount due and payable to the Contractor will be retained from each partial payment . Final payment will be accomplished as prescribed in the Form of Agreement. 8 , RESTORATION OF DAMAGED PARTS OF THE WORK - It shall be the responsibility of the Contractor to repair, rebuild or restore to its former condition , any and all portions of existing utilities , structures , equipment , appurtenances or facilities other than those to be paid for under the specifications , which may be disturbed or damaged due to his construction operations . � 9 . STANDARDS FOR QUALITY AND WORKMANSHIP All work shall be first class and the finished product equal to the best-accepted standards of the trade and the category of work performed . 10 . TESTS - The Engineer shall have the right to require all materials to be submitted to test prior to incorporation in the work. In some instances , it may be expedient to make these tests at the source of supply and for this reason , it is required that the Contractor furnish the Engineer with information concerning the location of his source before incorporating material in the work . This does not in any way obligate the Engineer to perform tests for acceptance of material and does not relieve the Contractor of his responsibility to furnish satisfactory material . The Contractor shall furnish manufacturer' s certificates of compliance with these specifications , covering manufactured items incorporated in the work . The Contractor will be responsible for the payment of all required testing , as specified in the construction plans , including but not limited to : Density and/or F . B .V . or L . B . R . Tests : on subgrade , base , trench backfill , etc . For the minimum number of tests specified in the construction plans or these documents . The engineer shall be given satisfactory test results prior to payment for any items requiring testing . Standard Utility Testing : pressure tests , infiltration/exfiltration , T . V. /lamping , Bac- T/disinfection , etc . as specified by the construction plans and as specified by the local Utility Department . The Engineer must be present for all utility testing , and must be given 24-hour notice prior to testing . - Asphaltic Concrete Surface Course : the owner reserves the right to core sample/test at anytime . Correct results will be paid for by the owner. Otherwise , the Contractor will be responsible for the replacement of all defective materials . 11 . GUARANTY - All materials and the installation thereof which are furnished and installed by the Contractor under the terms of the contract , shall be guaranteed by the Contractor and his surety , through the Performance Bond included as a part of the contract documents , and shall guarantee against faulty workmanship , mechanical and physical defects , leakage , breakage and other damages and failure , under normal operation , for a period of one ( 1 ) year from the date of final payment , said date to constitute the commencement of the one SP-2 - SPECIAL PROVISIONS 1 . COMMENCEMENT AND COMPLETION OF WORK - The Contractor will be required to commence work under this contract within five (5) days after the date of receipt by him of Notice to Proceed , and to complete the work ready for use not later than the time set forth in the contract . The time stated for completion shall include final clean up of the premises . 2 . INSPECTION - The work will be conducted under the general direction of the Engineer for the Owner and is subject to inspection by his appointed inspector and the Owner's Representative to insure compliance with the terms of the contract . No inspector is authorized to change any provisions of the specifications without written authorization of the Owner' s Engineer, nor shall the presence or absence of an inspector relieve the Contractor from any requirements of the contract . 3 . INSURANCE - See Articles 27 and 28 of the GENERAL CONDITIONS . Certificates of Insurance shall be filed with the Owner or his representative before work commences . 4 . ESTIMATED QUANTITIES The quantities stipulated in the proposal for various items are approximate only and subject to increase or decrease by the Owner in order to make them conform to the program of work selected and actual construction performed . The Contractor shall perform a complete and finished job of the scope designated in the award whether the final quantities are more or less than those estimated . However, the contractor is obligated to make his best effort to avoid waste and work efficiently . 5 . EXISTING UTILITIES AND STRUCTURES IF ANY - Existing utilities structures , and facilities shown on the plans , if any exist , were located as accurately as possible from the Owners records . Guarantee is not made that all existing facilities are shown or that those shown are entirely accurate . The Contractor shall assure himself of the actual location of such utilities , structure or facilities prior to performance of any work in the vicinity . The utility companies or utility agencies will cooperate with the Contractor in locating underground utilities that may be l subject to damage or interruption of services during the Contractor' s operations . Prior to start of work, the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity . The Owner will assume no liability for damages sustained or costs incurred because of the Contractor's operations in the vicinity of existing utilities or structures , or to the temporary bracing , and shoring of same . In the event that it is necessary to shore , brace or swing a utility, the utility company or department affected should be contacted and their permission secured as to method used for any such work. 6 . TOOLS . PLANT EQUIPMENT - If at any time before the commencement or during the progress of the work , tools , plant or equipment appear to the Engineer to be insufficient , inefficient or inappropriate to secure the quality of work required , or the proper rate of progress , the Engineer may order the Contractor to increase their efficiency , to improve character, to augment their number or substitute new tools , plant or equipment as the case may be . The Contractor shall conform to such orders . The failure of the Engineer to demand such increase of efficiency shall not relieve the Contractor of his obligation to secure the quality of work and the rate of progress necessary to complete the work within the time required by the contract and to the satisfaction of the Owner. SP- 1 i the safety precautions incident thereto . He will not be responsible for the Contractor's failure to J perform the work in accordance with the contract documents , During such visits and on the basis of his on-site observations as an experienced and qualified design professional, he will keep the Owner informed of the work , and will endeavor to guard the Owner against defects and deficiencies in the work of contractors and may disapprove work as failing to conform to the contract documents . Whenever he considers it necessary or advisable to insure the proper i carrying out of the intent of the contract documents , the Engineer shall have authority to require the Contractor to stop the work , or to require special examination or testing of the work (whether or not fabricated , installed or completed ) , but this authority shall not give rise to any duty or responsibility of the Engineer to the Contractor , the subcontractors or any of their agents or employees to do so . If the Owner and Engineer agree , the Engineer will provide one or more full-time resident project representatives to assist the Engineer in carrying out his responsibilities at the site . The duties , j responsibilities , and limitation of authority of any such resident project representative shall be as set forth in an exhibit to be incorporated in the contract documents . � Article 39 . ENGINEER' S DECISIONS The Engineer will , within a reasonable time after their presentation to him , make decisions in J writing on all claims of the Owner or the Contractor and on all .other matters relating to the execution and progress of the work or the interpretation of the contract . i Article 40 . MEDIATION j (A) Demand for mediation : Any decision of the Engineer, which is subject to mediation , shall be J submitted to mediation upon the demand of either party to the dispute . i The Contractor shall not cause a delay of the work because of the pendency of mediation proceedings , except with the written permission of the Engineer, and then only until the mediator has an opportunity to determine whether or not the work shall continue until they decide the matters in dispute . The demand for mediation shall be delivered in writing to the Engineer and the adverse party , either personally or by registered mail to the last known address of each , within ten days of the receipt of the Engineer's decision , and in no case after final payment has been accepted . If the + Engineer fails to make a decision within thirty days , a demand for mediation may be made as if his i decision has been rendered against the demanding party , ( B ) Mediator: No one shall be nominated or act as a mediator who is in any way financially interested in this contract ; or in the business affairs of the Owner , or the Contractor, or the Engineer, or otherwise connected with any of them . The mediator shall be a person familiar with i the nature of the work or the problem involved in the dispute submitted for mediation . The parties may agree upon one arbitrator. I 1 J i GC - 11 J l to the Engineer, either personally or by registered mail to the last known address of each , of the time and place for the beginning of the hearings of the matters submitted to them . Each party ay submit to the arbitrators such evidence and argument as he may desire, and the arbitrators ay consider pertinent. The arbitrators shall , however, be the judges of all matters of laws an act relating to both the subject matters of and the procedure during arbitration and shall n e found by technical rules of law or procedure . They may hear evidence in whatever form they desire. The parties may be rep r ented before them by such persons as each may select, subject to the disciplinary power a arbitrators if such representative shall interfere with the orderly or speedy conduct of th roceedings . Each party and the Engineer shall supply the arbitrators with such pa and information as they may demand , or with any witness whose movements are subject to eir respective control , and upon refusal or neglect to comply with such demands the arbitra may render their decision without the evidence which might have been elicited therefro d the absence of such evidence shall afford no grounds for challenge of the award by the pa refusing or neglecting to comply with such demand . The submission to arbitration (the statement of the ers in dispute between the parties to be passed upon by the arbitrators) shall be in writing y acknowledged before a notary. Unless waived in writing by both parties to the arbitratio he arbitrators , before hearing the testimony, shall be sworn in by an officer authorized by I to administer an oath , faithfully and fairly to hear and examine the matters in controversy an make a just award according to the best of their understanding . The arbitrators , if they deem the ca demands it, are authorized to award to the party, whose j contention is sustained, such su s they shall consider proper for the time , expense and trouble incident to the arbitration , and i e arbitration was demanded without reasonable cause, damages for delay and other sses . The arbitrators shall fix their own compensation unless otherwise provided by agr ant and shall assess the costs and charges of the arbitration upon either or both parties . T award of the arbitrators shall be in writing and acknowledged like a deed to be recorded , d a duplicate shall be delivered personally or by registered mail , forthwith upon its rendition t ach of the parties to the controversy and to the Engineer. The award of arbitrators shall not be open to objections on account of the form of the proceeding the award , unless otherwise provided by the controlling statutes. In the nt of such statutes providing on any matter covered by this article otherwise than as here ' efore specified , the method or procedure throughout and the legal effect of the award shall be oily in accord with said statues , it being the intention hereby to lay down a principle of action e 11 followed , leaving its local application to be adapted to the legal requirements of the GC- 12 7 . PARTIAL PAYMENTS - partial payments calculated from quantities of work performed will be made on or about the 10th of each month on pay estimates based on the previous month ' s progress . The Contractor shall , prior to the 25th of the preceding month , submit invoices for work performed for the previous month . The Engineer will certify all invoices before presenting them to the Owner for payment . The Engineer' s form of pay estimate stating that the bill is fair and equitable and in exact accord with the contract prices will be utilized for pay purposes . Ten percent ( 10 % ) of the amount due and payable to the Contractor will be retained from each partial payment . Final payment will be accomplished as prescribed in the Form of Agreement. 8 , RESTORATION OF DAMAGED PARTS OF THE WORK - It shall be the responsibility of the Contractor to repair, rebuild or restore to its former condition , any and all portions of existing utilities , structures , equipment , appurtenances or facilities other than those to be paid for under the specifications , which may be disturbed or damaged due to his construction operations . � 9 . STANDARDS FOR QUALITY AND WORKMANSHIP All work shall be first class and the finished product equal to the best-accepted standards of the trade and the category of work performed . 10 . TESTS - The Engineer shall have the right to require all materials to be submitted to test prior to incorporation in the work. In some instances , it may be expedient to make these tests at the source of supply and for this reason , it is required that the Contractor furnish the Engineer with information concerning the location of his source before incorporating material in the work . This does not in any way obligate the Engineer to perform tests for acceptance of material and does not relieve the Contractor of his responsibility to furnish satisfactory material . The Contractor shall furnish manufacturer' s certificates of compliance with these specifications , covering manufactured items incorporated in the work . The Contractor will be responsible for the payment of all required testing , as specified in the construction plans , including but not limited to : Density and/or F . B .V . or L . B . R . Tests : on subgrade , base , trench backfill , etc . For the minimum number of tests specified in the construction plans or these documents . The engineer shall be given satisfactory test results prior to payment for any items requiring testing . Standard Utility Testing : pressure tests , infiltration/exfiltration , T . V. /lamping , Bac- T/disinfection , etc . as specified by the construction plans and as specified by the local Utility Department . The Engineer must be present for all utility testing , and must be given 24-hour notice prior to testing . - Asphaltic Concrete Surface Course : the owner reserves the right to core sample/test at anytime . Correct results will be paid for by the owner. Otherwise , the Contractor will be responsible for the replacement of all defective materials . 11 . GUARANTY - All materials and the installation thereof which are furnished and installed by the Contractor under the terms of the contract , shall be guaranteed by the Contractor and his surety , through the Performance Bond included as a part of the contract documents , and shall guarantee against faulty workmanship , mechanical and physical defects , leakage , breakage and other damages and failure , under normal operation , for a period of one ( 1 ) year from the date of final payment , said date to constitute the commencement of the one SP-2 - ( 1 ) year warranty period . All materials and installations proving to be defective within the specified period of the guaranty shall be replaced , without cost to the Owner, by the manufacturer, the Contractor or by the surety . The period of guarantee of each such replacement shall be one ( 1 ) year from and after date of installation thereof. The contractor is required to furnish to Indian River County a performance bond in the amount of 25 % of the contract sum of the water and sewer utility construction ; guaranteeing that the contractor warrants the utility facilities to be free from defect in materials and workmanship as prescribed by the subdivision , platting , and land development ordinances of Indian River County , Florida . 12 . POWER AND WATER - All arrangements and costs for temporary power and water during construction , shall be the responsibility of the Contractor. If the Contractor requires water for his operations , he shall make application for service in compliance with current regulations and pay all costs in connection therewith . Unless otherwise set forth in the Schedule of Bid Items , the cost of power and water shall be included in the contract price . 13 . SALVAGED MATERIAL - All pipe , valves and fittings that are salvaged during this construction shall become the property of the Owner and shall be delivered to the Owner' s designated site of storage , and receipts therefore delivered to the Engineer within 48 hours of removal from service . 14 . DISTRIBUTION OF MATERIALS ON JOB SITE - Water main and force main pipe may be strung out along the construction centerline , except that deliveries shall be so scheduled such that no pipe or materials will be stored in any one location or vicinity thereof for more than 30 days . Storm sewer pipe shall be delivered to the job as required , but shall not be stored in any one location or vicinity thereof for more than 30 days . Sanitary sewer pipe shall be delivered only to and for the block between intersecting streets on which construction is under way . 15 . CONSTRUCTION SCHEDULE REQUIRED - Prior to the commencements of work by the Contractor, he shall have submitted a construction schedule to , and have received approval of same from the Engineer and the Owner's Representative . The construction schedule will be discussed at the pre-construction meeting of the Engineer and Contractor. Mandatory starting points , required commencement areas , construction sequence , prescribed order of completion , and completion timetables essential to the Owner, in addition to the time for completion as stated in the agreement , will be noted in an appendix to these special provisions , and will be incorporated into the construction schedule . 16 . ORDER OF WORK AND CLEANUP - All construction will be done on a block by block basis unless otherwise approved by the engineer. Before moving construction operations from one block to the next block , the Contractor is required to complete all work , except testing . A block is defined as the street lying between the first two successive intersecting streets . Work will include all phases of construction including but not limited to pipe mains and laterals , backfill , all structures including manholes , temporary road patching , curb , sidewalk and driveway replacement, hand-raking of shoulders and all areas disturbed by the Contractor, hand-brooming of the streets , seeding and/or sodding , and a final wash - down of the pavement . To this end , the Contractor will maintain on the job , a self-propelled sprinkler truck to lay dust , wash down pavements , and maintain grassed and sodded SP-3 22 , BACKFILLING WELL POINT- HOLES - Where dewatering by well points is required in any excavation , the Contractor will backfill the holes beneath the pavement with a 9 : 1 sand- cement mixture . Drill holes outside the pavement , but still within the right-of-way will be backfilled with plain sand . The cost of such backfilling will be included in the bid price for the item of construction requiring the use of well-points to dewater the excavation . Backfill each drill hole immediately after the well point is withdrawn . 23 . OTHER CONTRACTORS - Where the work of other trades is simultaneously pursued with this contract , the procedure of the work shall be cooperative so as to permit continuous operation by each Contractor to his fullest capacity , 24 , PROJECT COORDINATION : Testing/ Inspections/Completion Reports -The Contractor shall be responsible for the construction progress , including the coordination and scheduling of all required tests and inspections (as specified in the plans , contract documents and permit conditions) . The appropriate inspectors from the various regulatory agencies, and the engineer, shall be notified at least 24 hours prior to any required testing and inspections . 25 . Survey: A . Construction Stake-out by Contractor: . The Contractor shall layout and survey the proposed construction lines and set grade . stakes as required . Survey control points shall be set and/or referenced from a sketch of the boundary survey of the project site provided by the owner. Where any questions as to location , alignment or grade of the proposed construction , the Contractor shall report his findings to the Engineer for any decisions that must be made with regards to location or grade , The Contractor shall make all necessary computations to establish the exact position of all the work from the control point (s) which are shown on the plans or the sketch of the survey provided by the owner . All work shall be referenced to base lines which the Contractor shall establish from the control points , re-establish when necessary and maintain throughout the life of the Contract so as to permit the Engineer to make necessary preliminary , interim , and final measurements and to check the Contractor's layout if he so desires . i The Contractor shall provide and maintain offset stakes outside the limits of grading and construction . Each stake shall be identified and marked to show the offset distance from the Base Line and the Contractor shall furnish grade sheets showing the cut or fill to the finished profile lines with reference to the offset stakes . The Contractor shall be responsible for maintaining the points he has established . Any error or apparent discrepancies found in the Plans or Specifications shall be called to the Engineer' s attention for interpretation prior to proceeding with the work. The cost to the Contract of the laying out the- work from lines and grades furnished in the plans by the Engineer and the cost of stakes set by the Contractor, shall be included in the price bid for the various items scheduled in the Proposal , unless a separate pay item has been included by the Engineer . B . AS- BUILT DRAWINGS - Subsequent to the completion of the contract work , but prior to submission of the request for final payment , _ the Contractor will prepare in duplicate "As = Built" drawings of the contract work showing the final location by centerline stationing and SP -5 state plan coordinates , all pavement , drainage and utility construction , depict any changes in, the contract plans , including horizontal location and vertical elevation of all tops , inverts and other pertinent points of drainage and sewer structures , and the location and depth of all lines , fittings , valves and appurtenances , all revisions in sizes and types , widths , lengths , and depths , and all information necessary to locate or operate concealed or buried valves , fittings and equipment installed under the contract . Separation measurements for all utility crossings shall be clearly indicated on As-Builts to the satisfaction of Florida Department of Environmental Protection and the local utility authority . All electrical switch gear will be labeled to designate the circuits used. All keys will be tagged to show location of lock . It is the intent of this requirement to record and preserve information for future use , and to that extent the "As- Built" drawings and other as-built data will be neat , clear and fully described and delineated with all symbols and abbreviations defined in full . The Engineer will supply the Contractor with reproducible drawings of the contract plans upon which the Contractor shall prepare the "As- Built" drawings . Water and sewer utility as - builts shall be required to be completed and certified by a professional land surveyor, licensed in the State of Florida , and shall meet the minimum "Standard Requirements for Construction and As- Built Utility Survey Work" per Indian River County Utility Department (latest edition ) and Florida Department of Environmental Protection requirements . A copy of this minimum criteria is attached in the regulatory requirements and notification section of these documents . As -built drawings will be subject to the approval and acceptance of the Engineer, prior to final payment. i SP-6 areas . All of this work shall be included in the bid price for the units of work involved in the construction . 17 . EMERGENCY AND PUBLIC SAFETY - The Contractor is required to maintain 24-hour, 7 " day week communications facilities , labor, equipment and supplies to meet emergency repair situations , and correct any and all public safety hazards occasioned by performance of work under this contract . A telephone number to effect this service will be submitted to the Engineer and forwarded by him to the City Manager, Water and Sewer , Fire and Police Departments . Closing of streets for construction work requires prior 72-hour notice to Engineer, Fire and Police Department . Requests to shut off water or sewer service require prior 72-hour notice to Engineer , water and sewer department , and fire department . In all street closing and utility shutdowns , the residents so served also shall be notified 72 hours in advance by the Contractor. The Owner will operate or personally direct the closing or opening of any utility service at any and all times . 18 . NOTICES FROM CONTRACTOR REQUIRED BY OWNER - Notice shall be given to the Owner in writing , and acknowledged by the Owner 72 hours in advance for any action required of the Owner to close streets , shut off, or turn on of utilities , and resumption of inspection of the work after a stoppage of 48 hours , or more . Lack of acknowledgment in writing shall be prima-facia evidence that such notice was not given . 19 . SHOP DRAWINGS - The Contractor shall check and approve shop drawings before submitting them to the Engineer and Owner's Representative for approval . The shop drawings shall be forwarded in the following statement : "The Contractor by approving and submitting these shop drawings represents that he has determined and verified all field measurements and quantities , field construction criteria , materials , catalog numbers and similar data , and that he has reviewed and coordinated the information in the shop drawings with the requirements of the work and the contract documents ' Shop drawings will not be accepted directly from subcontractors or suppliers . Shop drawings that cannot be approved will be returned with reasons for rejection . Subsequent submissions shall be noted as revisions of the original submission . 20 . CONTRACTOR'S REPRESENTATIVE - The superintendent designated by the Contractor to supervise his work is to be removed form his capacity as the Contractor's representative , if found unsatisfactory , at the sole discretion of the Engineer, and replaced when the request for assignment of another representative is received by the Contractor. 21 . CORROSION PROTECTION - As the work progresses and it is determined by the Engineer that corrosion protection is necessary in certain areas , then ductile and cast iron pipe shall be encased in a polyethylene tube , unpigmented and having a minimum thickness of 8 mils , all in accordance with the requirements of the Cast Iron Pipe Research Association Specifications . Labor and material required to supply and install the polyethylene tube will be included in the unit price for this bid item . i SP-4 - ( 1 ) year warranty period . All materials and installations proving to be defective within the specified period of the guaranty shall be replaced , without cost to the Owner, by the manufacturer, the Contractor or by the surety . The period of guarantee of each such replacement shall be one ( 1 ) year from and after date of installation thereof. The contractor is required to furnish to Indian River County a performance bond in the amount of 25 % of the contract sum of the water and sewer utility construction ; guaranteeing that the contractor warrants the utility facilities to be free from defect in materials and workmanship as prescribed by the subdivision , platting , and land development ordinances of Indian River County , Florida . 12 . POWER AND WATER - All arrangements and costs for temporary power and water during construction , shall be the responsibility of the Contractor. If the Contractor requires water for his operations , he shall make application for service in compliance with current regulations and pay all costs in connection therewith . Unless otherwise set forth in the Schedule of Bid Items , the cost of power and water shall be included in the contract price . 13 . SALVAGED MATERIAL - All pipe , valves and fittings that are salvaged during this construction shall become the property of the Owner and shall be delivered to the Owner' s designated site of storage , and receipts therefore delivered to the Engineer within 48 hours of removal from service . 14 . DISTRIBUTION OF MATERIALS ON JOB SITE - Water main and force main pipe may be strung out along the construction centerline , except that deliveries shall be so scheduled such that no pipe or materials will be stored in any one location or vicinity thereof for more than 30 days . Storm sewer pipe shall be delivered to the job as required , but shall not be stored in any one location or vicinity thereof for more than 30 days . Sanitary sewer pipe shall be delivered only to and for the block between intersecting streets on which construction is under way . 15 . CONSTRUCTION SCHEDULE REQUIRED - Prior to the commencements of work by the Contractor, he shall have submitted a construction schedule to , and have received approval of same from the Engineer and the Owner's Representative . The construction schedule will be discussed at the pre-construction meeting of the Engineer and Contractor. Mandatory starting points , required commencement areas , construction sequence , prescribed order of completion , and completion timetables essential to the Owner, in addition to the time for completion as stated in the agreement , will be noted in an appendix to these special provisions , and will be incorporated into the construction schedule . 16 . ORDER OF WORK AND CLEANUP - All construction will be done on a block by block basis unless otherwise approved by the engineer. Before moving construction operations from one block to the next block , the Contractor is required to complete all work , except testing . A block is defined as the street lying between the first two successive intersecting streets . Work will include all phases of construction including but not limited to pipe mains and laterals , backfill , all structures including manholes , temporary road patching , curb , sidewalk and driveway replacement, hand-raking of shoulders and all areas disturbed by the Contractor, hand-brooming of the streets , seeding and/or sodding , and a final wash - down of the pavement . To this end , the Contractor will maintain on the job , a self-propelled sprinkler truck to lay dust , wash down pavements , and maintain grassed and sodded SP-3 Article 41 . LANDS FOR WORK. The Owner will provide the lands upon which the work under this contract is to be done , except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his material , together with right of access to same . Article 42 . CLEANING UP The Contractor shall keep the premises free from accumulations of waste materials , rubbish and other debris resulting from his operations , remove from the Owner's property and from all public and private property at his own expense , all temporary structures , rubbish and waste materials resulting from his operation , and shall leave the site clean and ready for use by the Owner. i i ,f GC- 13 SPECIAL PROVISIONS 1 . COMMENCEMENT AND COMPLETION OF WORK - The Contractor will be required to commence work under this contract within five (5) days after the date of receipt by him of Notice to Proceed , and to complete the work ready for use not later than the time set forth in the contract . The time stated for completion shall include final clean up of the premises . 2 . INSPECTION - The work will be conducted under the general direction of the Engineer for the Owner and is subject to inspection by his appointed inspector and the Owner's Representative to insure compliance with the terms of the contract . No inspector is authorized to change any provisions of the specifications without written authorization of the Owner' s Engineer, nor shall the presence or absence of an inspector relieve the Contractor from any requirements of the contract . 3 . INSURANCE - See Articles 27 and 28 of the GENERAL CONDITIONS . Certificates of Insurance shall be filed with the Owner or his representative before work commences . 4 . ESTIMATED QUANTITIES The quantities stipulated in the proposal for various items are approximate only and subject to increase or decrease by the Owner in order to make them conform to the program of work selected and actual construction performed . The Contractor shall perform a complete and finished job of the scope designated in the award whether the final quantities are more or less than those estimated . However, the contractor is obligated to make his best effort to avoid waste and work efficiently . 5 . EXISTING UTILITIES AND STRUCTURES IF ANY - Existing utilities structures , and facilities shown on the plans , if any exist , were located as accurately as possible from the Owners records . Guarantee is not made that all existing facilities are shown or that those shown are entirely accurate . The Contractor shall assure himself of the actual location of such utilities , structure or facilities prior to performance of any work in the vicinity . The utility companies or utility agencies will cooperate with the Contractor in locating underground utilities that may be l subject to damage or interruption of services during the Contractor' s operations . Prior to start of work, the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity . The Owner will assume no liability for damages sustained or costs incurred because of the Contractor's operations in the vicinity of existing utilities or structures , or to the temporary bracing , and shoring of same . In the event that it is necessary to shore , brace or swing a utility, the utility company or department affected should be contacted and their permission secured as to method used for any such work. 6 . TOOLS . PLANT EQUIPMENT - If at any time before the commencement or during the progress of the work , tools , plant or equipment appear to the Engineer to be insufficient , inefficient or inappropriate to secure the quality of work required , or the proper rate of progress , the Engineer may order the Contractor to increase their efficiency , to improve character, to augment their number or substitute new tools , plant or equipment as the case may be . The Contractor shall conform to such orders . The failure of the Engineer to demand such increase of efficiency shall not relieve the Contractor of his obligation to secure the quality of work and the rate of progress necessary to complete the work within the time required by the contract and to the satisfaction of the Owner. SP- 1 areas . All of this work shall be included in the bid price for the units of work involved in the construction . 17 . EMERGENCY AND PUBLIC SAFETY - The Contractor is required to maintain 24-hour, 7 " day week communications facilities , labor, equipment and supplies to meet emergency repair situations , and correct any and all public safety hazards occasioned by performance of work under this contract . A telephone number to effect this service will be submitted to the Engineer and forwarded by him to the City Manager, Water and Sewer , Fire and Police Departments . Closing of streets for construction work requires prior 72-hour notice to Engineer, Fire and Police Department . Requests to shut off water or sewer service require prior 72-hour notice to Engineer , water and sewer department , and fire department . In all street closing and utility shutdowns , the residents so served also shall be notified 72 hours in advance by the Contractor. The Owner will operate or personally direct the closing or opening of any utility service at any and all times . 18 . NOTICES FROM CONTRACTOR REQUIRED BY OWNER - Notice shall be given to the Owner in writing , and acknowledged by the Owner 72 hours in advance for any action required of the Owner to close streets , shut off, or turn on of utilities , and resumption of inspection of the work after a stoppage of 48 hours , or more . Lack of acknowledgment in writing shall be prima-facia evidence that such notice was not given . 19 . SHOP DRAWINGS - The Contractor shall check and approve shop drawings before submitting them to the Engineer and Owner's Representative for approval . The shop drawings shall be forwarded in the following statement : "The Contractor by approving and submitting these shop drawings represents that he has determined and verified all field measurements and quantities , field construction criteria , materials , catalog numbers and similar data , and that he has reviewed and coordinated the information in the shop drawings with the requirements of the work and the contract documents ' Shop drawings will not be accepted directly from subcontractors or suppliers . Shop drawings that cannot be approved will be returned with reasons for rejection . Subsequent submissions shall be noted as revisions of the original submission . 20 . CONTRACTOR'S REPRESENTATIVE - The superintendent designated by the Contractor to supervise his work is to be removed form his capacity as the Contractor's representative , if found unsatisfactory , at the sole discretion of the Engineer, and replaced when the request for assignment of another representative is received by the Contractor. 21 . CORROSION PROTECTION - As the work progresses and it is determined by the Engineer that corrosion protection is necessary in certain areas , then ductile and cast iron pipe shall be encased in a polyethylene tube , unpigmented and having a minimum thickness of 8 mils , all in accordance with the requirements of the Cast Iron Pipe Research Association Specifications . Labor and material required to supply and install the polyethylene tube will be included in the unit price for this bid item . i SP-4 - 22 , BACKFILLING WELL POINT- HOLES - Where dewatering by well points is required in any excavation , the Contractor will backfill the holes beneath the pavement with a 9 : 1 sand- cement mixture . Drill holes outside the pavement , but still within the right-of-way will be backfilled with plain sand . The cost of such backfilling will be included in the bid price for the item of construction requiring the use of well-points to dewater the excavation . Backfill each drill hole immediately after the well point is withdrawn . 23 . OTHER CONTRACTORS - Where the work of other trades is simultaneously pursued with this contract , the procedure of the work shall be cooperative so as to permit continuous operation by each Contractor to his fullest capacity , 24 , PROJECT COORDINATION : Testing/ Inspections/Completion Reports -The Contractor shall be responsible for the construction progress , including the coordination and scheduling of all required tests and inspections (as specified in the plans , contract documents and permit conditions) . The appropriate inspectors from the various regulatory agencies, and the engineer, shall be notified at least 24 hours prior to any required testing and inspections . 25 . Survey: A . Construction Stake-out by Contractor: . The Contractor shall layout and survey the proposed construction lines and set grade . stakes as required . Survey control points shall be set and/or referenced from a sketch of the boundary survey of the project site provided by the owner. Where any questions as to location , alignment or grade of the proposed construction , the Contractor shall report his findings to the Engineer for any decisions that must be made with regards to location or grade , The Contractor shall make all necessary computations to establish the exact position of all the work from the control point (s) which are shown on the plans or the sketch of the survey provided by the owner . All work shall be referenced to base lines which the Contractor shall establish from the control points , re-establish when necessary and maintain throughout the life of the Contract so as to permit the Engineer to make necessary preliminary , interim , and final measurements and to check the Contractor's layout if he so desires . i The Contractor shall provide and maintain offset stakes outside the limits of grading and construction . Each stake shall be identified and marked to show the offset distance from the Base Line and the Contractor shall furnish grade sheets showing the cut or fill to the finished profile lines with reference to the offset stakes . The Contractor shall be responsible for maintaining the points he has established . Any error or apparent discrepancies found in the Plans or Specifications shall be called to the Engineer' s attention for interpretation prior to proceeding with the work. The cost to the Contract of the laying out the- work from lines and grades furnished in the plans by the Engineer and the cost of stakes set by the Contractor, shall be included in the price bid for the various items scheduled in the Proposal , unless a separate pay item has been included by the Engineer . B . AS- BUILT DRAWINGS - Subsequent to the completion of the contract work , but prior to submission of the request for final payment , _ the Contractor will prepare in duplicate "As = Built" drawings of the contract work showing the final location by centerline stationing and SP -5 PLEASE REMIT TO : ESTIMATEM PERIOD ENDING : CONTRACTOR' S REQUEST FOR PAYMENT SCHEDULE OF CONTRACT CHANGE ORDERS TOTAL COST OF COST OF CHANGE ITEM ADDED BY ORDER ITEM NO , DATE DESCRIPTION CHANGE ORDER COMPLETED TO DATE TOTALS ANALYSIS OF ADJUSTED CONTRACT AMOUNT TO DATE : 1 . Original Contract Amount $ 2 . Additions To Contract + 3 . Adjusted Contract Amount To Date $ ANALYSIS OF WORK PERFORMED : 1 . Cost Of Original Contract Work To Date $ 2 . Extra Work Performed To Date + 3 . Total Cost of Work Performed To Date $ 4 . Material Stored + 5 . Total Cost of Work and Materials Stored $ 6 . Less 10 % Retainage - 7 . Net Amt Earned on Contract Work To Date $ 8 . Less : Amount Paid on Previous Estimates - Amount Owed On Previous Estimates - 9 . BALANCE DUE THIS ESTIMATE# $ PR- 1 Contractor's Request for Payment CERTIFICATION OF CONTRACTOR I CERTIFY THAT ALL ITEMS AND AMOUNTS SHOWN ON THE FACE OF THIS ESTIMATE # ARE CORRECT ; THAT ALL WORK HAS BEEN PERFORMED AND/OR MATERIALS SUPPLIED IN FULL ACCORDANCE WITH THE TERMS AND CONDITIONS OF THIS CONTRACT BETWEEN OWNER AND , CONTRACTOR, DATED THIS AFFIDAVIT IS MADE PURSUANT TO SECTION 713 . 06 (3) (c) ( 1 ) , FLORIDA STATUTES , FOR THE PURPOSE OF ACKNOWLEDGING FULL PAYMENT BY THE CONTRACTOR FOR WORK DONE AND MATERIALS SUPPLIED THROUGH , 20�, ON REAL PROPERTY DESCRIBED AS : ( PROPERTY DESCRIPTION) 1 i i I I THAT ALL LIENORS ENGAGED BY THE CONTRACTOR TO PERFORM OR PROVIDE LABOR , SERVICES AND/OR MATERIALS UNDER THE CONTRACT BETWEEN CONTRACTOR AND OWNER OF THE ABOVE - DESCRIBED PROPERTY HAVE BEEN PAID IN FULL FOR ALL I WORK DONE OR MATERIALS SUPPLIED THROUGH 120_1 EXCEPT AS FOLLOWS : NAME ADDRESS AMOUNT DUE CONTRACTOR : BY: i BY: ( Notary Public) TITLE : DATE : i PR-2 state plan coordinates , all pavement , drainage and utility construction , depict any changes in, the contract plans , including horizontal location and vertical elevation of all tops , inverts and other pertinent points of drainage and sewer structures , and the location and depth of all lines , fittings , valves and appurtenances , all revisions in sizes and types , widths , lengths , and depths , and all information necessary to locate or operate concealed or buried valves , fittings and equipment installed under the contract . Separation measurements for all utility crossings shall be clearly indicated on As-Builts to the satisfaction of Florida Department of Environmental Protection and the local utility authority . All electrical switch gear will be labeled to designate the circuits used. All keys will be tagged to show location of lock . It is the intent of this requirement to record and preserve information for future use , and to that extent the "As- Built" drawings and other as-built data will be neat , clear and fully described and delineated with all symbols and abbreviations defined in full . The Engineer will supply the Contractor with reproducible drawings of the contract plans upon which the Contractor shall prepare the "As- Built" drawings . Water and sewer utility as - builts shall be required to be completed and certified by a professional land surveyor, licensed in the State of Florida , and shall meet the minimum "Standard Requirements for Construction and As- Built Utility Survey Work" per Indian River County Utility Department (latest edition ) and Florida Department of Environmental Protection requirements . A copy of this minimum criteria is attached in the regulatory requirements and notification section of these documents . As -built drawings will be subject to the approval and acceptance of the Engineer, prior to final payment. i SP-6 22 , BACKFILLING WELL POINT- HOLES - Where dewatering by well points is required in any excavation , the Contractor will backfill the holes beneath the pavement with a 9 : 1 sand- cement mixture . Drill holes outside the pavement , but still within the right-of-way will be backfilled with plain sand . The cost of such backfilling will be included in the bid price for the item of construction requiring the use of well-points to dewater the excavation . Backfill each drill hole immediately after the well point is withdrawn . 23 . OTHER CONTRACTORS - Where the work of other trades is simultaneously pursued with this contract , the procedure of the work shall be cooperative so as to permit continuous operation by each Contractor to his fullest capacity , 24 , PROJECT COORDINATION : Testing/ Inspections/Completion Reports -The Contractor shall be responsible for the construction progress , including the coordination and scheduling of all required tests and inspections (as specified in the plans , contract documents and permit conditions) . The appropriate inspectors from the various regulatory agencies, and the engineer, shall be notified at least 24 hours prior to any required testing and inspections . 25 . Survey: A . Construction Stake-out by Contractor: . The Contractor shall layout and survey the proposed construction lines and set grade . stakes as required . Survey control points shall be set and/or referenced from a sketch of the boundary survey of the project site provided by the owner. Where any questions as to location , alignment or grade of the proposed construction , the Contractor shall report his findings to the Engineer for any decisions that must be made with regards to location or grade , The Contractor shall make all necessary computations to establish the exact position of all the work from the control point (s) which are shown on the plans or the sketch of the survey provided by the owner . All work shall be referenced to base lines which the Contractor shall establish from the control points , re-establish when necessary and maintain throughout the life of the Contract so as to permit the Engineer to make necessary preliminary , interim , and final measurements and to check the Contractor's layout if he so desires . i The Contractor shall provide and maintain offset stakes outside the limits of grading and construction . Each stake shall be identified and marked to show the offset distance from the Base Line and the Contractor shall furnish grade sheets showing the cut or fill to the finished profile lines with reference to the offset stakes . The Contractor shall be responsible for maintaining the points he has established . Any error or apparent discrepancies found in the Plans or Specifications shall be called to the Engineer' s attention for interpretation prior to proceeding with the work. The cost to the Contract of the laying out the- work from lines and grades furnished in the plans by the Engineer and the cost of stakes set by the Contractor, shall be included in the price bid for the various items scheduled in the Proposal , unless a separate pay item has been included by the Engineer . B . AS- BUILT DRAWINGS - Subsequent to the completion of the contract work , but prior to submission of the request for final payment , _ the Contractor will prepare in duplicate "As = Built" drawings of the contract work showing the final location by centerline stationing and SP -5 7 . PARTIAL PAYMENTS - partial payments calculated from quantities of work performed will be made on or about the 10th of each month on pay estimates based on the previous month ' s progress . The Contractor shall , prior to the 25th of the preceding month , submit invoices for work performed for the previous month . The Engineer will certify all invoices before presenting them to the Owner for payment . The Engineer' s form of pay estimate stating that the bill is fair and equitable and in exact accord with the contract prices will be utilized for pay purposes . Ten percent ( 10 % ) of the amount due and payable to the Contractor will be retained from each partial payment . Final payment will be accomplished as prescribed in the Form of Agreement. 8 , RESTORATION OF DAMAGED PARTS OF THE WORK - It shall be the responsibility of the Contractor to repair, rebuild or restore to its former condition , any and all portions of existing utilities , structures , equipment , appurtenances or facilities other than those to be paid for under the specifications , which may be disturbed or damaged due to his construction operations . � 9 . STANDARDS FOR QUALITY AND WORKMANSHIP All work shall be first class and the finished product equal to the best-accepted standards of the trade and the category of work performed . 10 . TESTS - The Engineer shall have the right to require all materials to be submitted to test prior to incorporation in the work. In some instances , it may be expedient to make these tests at the source of supply and for this reason , it is required that the Contractor furnish the Engineer with information concerning the location of his source before incorporating material in the work . This does not in any way obligate the Engineer to perform tests for acceptance of material and does not relieve the Contractor of his responsibility to furnish satisfactory material . The Contractor shall furnish manufacturer' s certificates of compliance with these specifications , covering manufactured items incorporated in the work . The Contractor will be responsible for the payment of all required testing , as specified in the construction plans , including but not limited to : Density and/or F . B .V . or L . B . R . Tests : on subgrade , base , trench backfill , etc . For the minimum number of tests specified in the construction plans or these documents . The engineer shall be given satisfactory test results prior to payment for any items requiring testing . Standard Utility Testing : pressure tests , infiltration/exfiltration , T . V. /lamping , Bac- T/disinfection , etc . as specified by the construction plans and as specified by the local Utility Department . The Engineer must be present for all utility testing , and must be given 24-hour notice prior to testing . - Asphaltic Concrete Surface Course : the owner reserves the right to core sample/test at anytime . Correct results will be paid for by the owner. Otherwise , the Contractor will be responsible for the replacement of all defective materials . 11 . GUARANTY - All materials and the installation thereof which are furnished and installed by the Contractor under the terms of the contract , shall be guaranteed by the Contractor and his surety , through the Performance Bond included as a part of the contract documents , and shall guarantee against faulty workmanship , mechanical and physical defects , leakage , breakage and other damages and failure , under normal operation , for a period of one ( 1 ) year from the date of final payment , said date to constitute the commencement of the one SP-2 - ( 1 ) year warranty period . All materials and installations proving to be defective within the specified period of the guaranty shall be replaced , without cost to the Owner, by the manufacturer, the Contractor or by the surety . The period of guarantee of each such replacement shall be one ( 1 ) year from and after date of installation thereof. The contractor is required to furnish to Indian River County a performance bond in the amount of 25 % of the contract sum of the water and sewer utility construction ; guaranteeing that the contractor warrants the utility facilities to be free from defect in materials and workmanship as prescribed by the subdivision , platting , and land development ordinances of Indian River County , Florida . 12 . POWER AND WATER - All arrangements and costs for temporary power and water during construction , shall be the responsibility of the Contractor. If the Contractor requires water for his operations , he shall make application for service in compliance with current regulations and pay all costs in connection therewith . Unless otherwise set forth in the Schedule of Bid Items , the cost of power and water shall be included in the contract price . 13 . SALVAGED MATERIAL - All pipe , valves and fittings that are salvaged during this construction shall become the property of the Owner and shall be delivered to the Owner' s designated site of storage , and receipts therefore delivered to the Engineer within 48 hours of removal from service . 14 . DISTRIBUTION OF MATERIALS ON JOB SITE - Water main and force main pipe may be strung out along the construction centerline , except that deliveries shall be so scheduled such that no pipe or materials will be stored in any one location or vicinity thereof for more than 30 days . Storm sewer pipe shall be delivered to the job as required , but shall not be stored in any one location or vicinity thereof for more than 30 days . Sanitary sewer pipe shall be delivered only to and for the block between intersecting streets on which construction is under way . 15 . CONSTRUCTION SCHEDULE REQUIRED - Prior to the commencements of work by the Contractor, he shall have submitted a construction schedule to , and have received approval of same from the Engineer and the Owner's Representative . The construction schedule will be discussed at the pre-construction meeting of the Engineer and Contractor. Mandatory starting points , required commencement areas , construction sequence , prescribed order of completion , and completion timetables essential to the Owner, in addition to the time for completion as stated in the agreement , will be noted in an appendix to these special provisions , and will be incorporated into the construction schedule . 16 . ORDER OF WORK AND CLEANUP - All construction will be done on a block by block basis unless otherwise approved by the engineer. Before moving construction operations from one block to the next block , the Contractor is required to complete all work , except testing . A block is defined as the street lying between the first two successive intersecting streets . Work will include all phases of construction including but not limited to pipe mains and laterals , backfill , all structures including manholes , temporary road patching , curb , sidewalk and driveway replacement, hand-raking of shoulders and all areas disturbed by the Contractor, hand-brooming of the streets , seeding and/or sodding , and a final wash - down of the pavement . To this end , the Contractor will maintain on the job , a self-propelled sprinkler truck to lay dust , wash down pavements , and maintain grassed and sodded SP-3 state plan coordinates , all pavement , drainage and utility construction , depict any changes in, the contract plans , including horizontal location and vertical elevation of all tops , inverts and other pertinent points of drainage and sewer structures , and the location and depth of all lines , fittings , valves and appurtenances , all revisions in sizes and types , widths , lengths , and depths , and all information necessary to locate or operate concealed or buried valves , fittings and equipment installed under the contract . Separation measurements for all utility crossings shall be clearly indicated on As-Builts to the satisfaction of Florida Department of Environmental Protection and the local utility authority . All electrical switch gear will be labeled to designate the circuits used. All keys will be tagged to show location of lock . It is the intent of this requirement to record and preserve information for future use , and to that extent the "As- Built" drawings and other as-built data will be neat , clear and fully described and delineated with all symbols and abbreviations defined in full . The Engineer will supply the Contractor with reproducible drawings of the contract plans upon which the Contractor shall prepare the "As- Built" drawings . Water and sewer utility as - builts shall be required to be completed and certified by a professional land surveyor, licensed in the State of Florida , and shall meet the minimum "Standard Requirements for Construction and As- Built Utility Survey Work" per Indian River County Utility Department (latest edition ) and Florida Department of Environmental Protection requirements . A copy of this minimum criteria is attached in the regulatory requirements and notification section of these documents . As -built drawings will be subject to the approval and acceptance of the Engineer, prior to final payment. i SP-6 PLEASE REMIT TO : ESTIMATEM PERIOD ENDING : CONTRACTOR' S REQUEST FOR PAYMENT SCHEDULE OF CONTRACT CHANGE ORDERS TOTAL COST OF COST OF CHANGE ITEM ADDED BY ORDER ITEM NO , DATE DESCRIPTION CHANGE ORDER COMPLETED TO DATE TOTALS ANALYSIS OF ADJUSTED CONTRACT AMOUNT TO DATE : 1 . Original Contract Amount $ 2 . Additions To Contract + 3 . Adjusted Contract Amount To Date $ ANALYSIS OF WORK PERFORMED : 1 . Cost Of Original Contract Work To Date $ 2 . Extra Work Performed To Date + 3 . Total Cost of Work Performed To Date $ 4 . Material Stored + 5 . Total Cost of Work and Materials Stored $ 6 . Less 10 % Retainage - 7 . Net Amt Earned on Contract Work To Date $ 8 . Less : Amount Paid on Previous Estimates - Amount Owed On Previous Estimates - 9 . BALANCE DUE THIS ESTIMATE# $ PR- 1 i I CERTIFICATION OF CONSTRUCTION ENGINEER i CERTIFY THAT I HAVE CHECKED AND VERIFIED THIS ESTIMATE # AND THAT , TO THE BEST OF MY KNOWLEDGE AND BELIEF , IT IS A TRUE AND CORRECT STATEMENT OF WORK PERFORMED AND MATERIALS SUPPLIED BY THE CONTRACTOR , AND THAT THE CONTRACTOR ' S CERTIFIED STATEMENT OF THIS ACCOUNT AND THE AMOUNT DUE TO HIM IS CORRECT . BY FOR PR-3 Contractor's Request for Payment PLEASE REMIT TO PERIOD ENDING PROJECT ESTIMATE NO# OWNER PAGE OF ITEM CONTRACT COMPLETED QUANTITIES NO# DESCRIPTION QUANTITY UNIT PRICE TOTAL AMOUNT PREVIOUS CURRENT TOTAL TO DATE AMOUNT PR-4 Contractor's Request for Payment CERTIFICATION OF CONTRACTOR I CERTIFY THAT ALL ITEMS AND AMOUNTS SHOWN ON THE FACE OF THIS ESTIMATE # ARE CORRECT ; THAT ALL WORK HAS BEEN PERFORMED AND/OR MATERIALS SUPPLIED IN FULL ACCORDANCE WITH THE TERMS AND CONDITIONS OF THIS CONTRACT BETWEEN OWNER AND , CONTRACTOR, DATED THIS AFFIDAVIT IS MADE PURSUANT TO SECTION 713 . 06 (3) (c) ( 1 ) , FLORIDA STATUTES , FOR THE PURPOSE OF ACKNOWLEDGING FULL PAYMENT BY THE CONTRACTOR FOR WORK DONE AND MATERIALS SUPPLIED THROUGH , 20�, ON REAL PROPERTY DESCRIBED AS : ( PROPERTY DESCRIPTION) 1 i i I I THAT ALL LIENORS ENGAGED BY THE CONTRACTOR TO PERFORM OR PROVIDE LABOR , SERVICES AND/OR MATERIALS UNDER THE CONTRACT BETWEEN CONTRACTOR AND OWNER OF THE ABOVE - DESCRIBED PROPERTY HAVE BEEN PAID IN FULL FOR ALL I WORK DONE OR MATERIALS SUPPLIED THROUGH 120_1 EXCEPT AS FOLLOWS : NAME ADDRESS AMOUNT DUE CONTRACTOR : BY: i BY: ( Notary Public) TITLE : DATE : i PR-2 PLEASE REMIT TO : ESTIMATEM PERIOD ENDING : CONTRACTOR' S REQUEST FOR PAYMENT SCHEDULE OF CONTRACT CHANGE ORDERS TOTAL COST OF COST OF CHANGE ITEM ADDED BY ORDER ITEM NO , DATE DESCRIPTION CHANGE ORDER COMPLETED TO DATE TOTALS ANALYSIS OF ADJUSTED CONTRACT AMOUNT TO DATE : 1 . Original Contract Amount $ 2 . Additions To Contract + 3 . Adjusted Contract Amount To Date $ ANALYSIS OF WORK PERFORMED : 1 . Cost Of Original Contract Work To Date $ 2 . Extra Work Performed To Date + 3 . Total Cost of Work Performed To Date $ 4 . Material Stored + 5 . Total Cost of Work and Materials Stored $ 6 . Less 10 % Retainage - 7 . Net Amt Earned on Contract Work To Date $ 8 . Less : Amount Paid on Previous Estimates - Amount Owed On Previous Estimates - 9 . BALANCE DUE THIS ESTIMATE# $ PR- 1 areas . All of this work shall be included in the bid price for the units of work involved in the construction . 17 . EMERGENCY AND PUBLIC SAFETY - The Contractor is required to maintain 24-hour, 7 " day week communications facilities , labor, equipment and supplies to meet emergency repair situations , and correct any and all public safety hazards occasioned by performance of work under this contract . A telephone number to effect this service will be submitted to the Engineer and forwarded by him to the City Manager, Water and Sewer , Fire and Police Departments . Closing of streets for construction work requires prior 72-hour notice to Engineer, Fire and Police Department . Requests to shut off water or sewer service require prior 72-hour notice to Engineer , water and sewer department , and fire department . In all street closing and utility shutdowns , the residents so served also shall be notified 72 hours in advance by the Contractor. The Owner will operate or personally direct the closing or opening of any utility service at any and all times . 18 . NOTICES FROM CONTRACTOR REQUIRED BY OWNER - Notice shall be given to the Owner in writing , and acknowledged by the Owner 72 hours in advance for any action required of the Owner to close streets , shut off, or turn on of utilities , and resumption of inspection of the work after a stoppage of 48 hours , or more . Lack of acknowledgment in writing shall be prima-facia evidence that such notice was not given . 19 . SHOP DRAWINGS - The Contractor shall check and approve shop drawings before submitting them to the Engineer and Owner's Representative for approval . The shop drawings shall be forwarded in the following statement : "The Contractor by approving and submitting these shop drawings represents that he has determined and verified all field measurements and quantities , field construction criteria , materials , catalog numbers and similar data , and that he has reviewed and coordinated the information in the shop drawings with the requirements of the work and the contract documents ' Shop drawings will not be accepted directly from subcontractors or suppliers . Shop drawings that cannot be approved will be returned with reasons for rejection . Subsequent submissions shall be noted as revisions of the original submission . 20 . CONTRACTOR'S REPRESENTATIVE - The superintendent designated by the Contractor to supervise his work is to be removed form his capacity as the Contractor's representative , if found unsatisfactory , at the sole discretion of the Engineer, and replaced when the request for assignment of another representative is received by the Contractor. 21 . CORROSION PROTECTION - As the work progresses and it is determined by the Engineer that corrosion protection is necessary in certain areas , then ductile and cast iron pipe shall be encased in a polyethylene tube , unpigmented and having a minimum thickness of 8 mils , all in accordance with the requirements of the Cast Iron Pipe Research Association Specifications . Labor and material required to supply and install the polyethylene tube will be included in the unit price for this bid item . i SP-4 - 22 , BACKFILLING WELL POINT- HOLES - Where dewatering by well points is required in any excavation , the Contractor will backfill the holes beneath the pavement with a 9 : 1 sand- cement mixture . Drill holes outside the pavement , but still within the right-of-way will be backfilled with plain sand . The cost of such backfilling will be included in the bid price for the item of construction requiring the use of well-points to dewater the excavation . Backfill each drill hole immediately after the well point is withdrawn . 23 . OTHER CONTRACTORS - Where the work of other trades is simultaneously pursued with this contract , the procedure of the work shall be cooperative so as to permit continuous operation by each Contractor to his fullest capacity , 24 , PROJECT COORDINATION : Testing/ Inspections/Completion Reports -The Contractor shall be responsible for the construction progress , including the coordination and scheduling of all required tests and inspections (as specified in the plans , contract documents and permit conditions) . The appropriate inspectors from the various regulatory agencies, and the engineer, shall be notified at least 24 hours prior to any required testing and inspections . 25 . Survey: A . Construction Stake-out by Contractor: . The Contractor shall layout and survey the proposed construction lines and set grade . stakes as required . Survey control points shall be set and/or referenced from a sketch of the boundary survey of the project site provided by the owner. Where any questions as to location , alignment or grade of the proposed construction , the Contractor shall report his findings to the Engineer for any decisions that must be made with regards to location or grade , The Contractor shall make all necessary computations to establish the exact position of all the work from the control point (s) which are shown on the plans or the sketch of the survey provided by the owner . All work shall be referenced to base lines which the Contractor shall establish from the control points , re-establish when necessary and maintain throughout the life of the Contract so as to permit the Engineer to make necessary preliminary , interim , and final measurements and to check the Contractor's layout if he so desires . i The Contractor shall provide and maintain offset stakes outside the limits of grading and construction . Each stake shall be identified and marked to show the offset distance from the Base Line and the Contractor shall furnish grade sheets showing the cut or fill to the finished profile lines with reference to the offset stakes . The Contractor shall be responsible for maintaining the points he has established . Any error or apparent discrepancies found in the Plans or Specifications shall be called to the Engineer' s attention for interpretation prior to proceeding with the work. The cost to the Contract of the laying out the- work from lines and grades furnished in the plans by the Engineer and the cost of stakes set by the Contractor, shall be included in the price bid for the various items scheduled in the Proposal , unless a separate pay item has been included by the Engineer . B . AS- BUILT DRAWINGS - Subsequent to the completion of the contract work , but prior to submission of the request for final payment , _ the Contractor will prepare in duplicate "As = Built" drawings of the contract work showing the final location by centerline stationing and SP -5 Contractor's Request for Payment CERTIFICATION OF CONTRACTOR I CERTIFY THAT ALL ITEMS AND AMOUNTS SHOWN ON THE FACE OF THIS ESTIMATE # ARE CORRECT ; THAT ALL WORK HAS BEEN PERFORMED AND/OR MATERIALS SUPPLIED IN FULL ACCORDANCE WITH THE TERMS AND CONDITIONS OF THIS CONTRACT BETWEEN OWNER AND , CONTRACTOR, DATED THIS AFFIDAVIT IS MADE PURSUANT TO SECTION 713 . 06 (3) (c) ( 1 ) , FLORIDA STATUTES , FOR THE PURPOSE OF ACKNOWLEDGING FULL PAYMENT BY THE CONTRACTOR FOR WORK DONE AND MATERIALS SUPPLIED THROUGH , 20�, ON REAL PROPERTY DESCRIBED AS : ( PROPERTY DESCRIPTION) 1 i i I I THAT ALL LIENORS ENGAGED BY THE CONTRACTOR TO PERFORM OR PROVIDE LABOR , SERVICES AND/OR MATERIALS UNDER THE CONTRACT BETWEEN CONTRACTOR AND OWNER OF THE ABOVE - DESCRIBED PROPERTY HAVE BEEN PAID IN FULL FOR ALL I WORK DONE OR MATERIALS SUPPLIED THROUGH 120_1 EXCEPT AS FOLLOWS : NAME ADDRESS AMOUNT DUE CONTRACTOR : BY: i BY: ( Notary Public) TITLE : DATE : i PR-2 i I CERTIFICATION OF CONSTRUCTION ENGINEER i CERTIFY THAT I HAVE CHECKED AND VERIFIED THIS ESTIMATE # AND THAT , TO THE BEST OF MY KNOWLEDGE AND BELIEF , IT IS A TRUE AND CORRECT STATEMENT OF WORK PERFORMED AND MATERIALS SUPPLIED BY THE CONTRACTOR , AND THAT THE CONTRACTOR ' S CERTIFIED STATEMENT OF THIS ACCOUNT AND THE AMOUNT DUE TO HIM IS CORRECT . BY FOR PR-3 APPENDIX 'A' Technical Specifications i CLEARING AND GRUBBING 1 . SCOPE A. The Contractor shall furnish all labor , materials and equipment, and all operations required to clear and grub the site as shown on the Plans and specified herein . i 2 . GENERAL A. Clearing and grubbing shall consist of the complete removal and disposal of all trees , brush , logs , stumps , roots , weeds , rubbish , rocks , structures designated to be removed , concrete , and other deleterious material and obstructions resting upon or protruding through the surface of the ground . Stumps , roots 3" and over and similar obstructions shall be removed to a minimum depth of 2 feet below the existing ground . All structural items shall be excavated to full depth , completely removed , and the excavation backfilled per these specifications . B . The Contractor shall clear and grub the areas described below: 1 . All rights of way , easements , lots , and other areas where construction is to take place . 3 . DISPOSAL A . BURNING PERMITTED ONSITE i 1 . When permitted by local governing authorities , trees , stumps , brush , weeds , and similar natural materials may be burned on site . The Contractor shall dispose of all unburned residue off site , and if required by the Engineer, spread the ash . Material which will not burn or will not burn without air pollution such as asphalt and tires shall be hauled off site for disposal in an approved manner, B . OFF SITE DISPOSAL 1 . When on site burning is not permitted , all material shall be hauled off site by the Contractor for disposal in an approved manner. 2 . The Contractor shall be responsible for obtaining and complying with the provisions of all necessary permits . All fees shall be paid by the Contractor. 3 . No material shall be buried on site . SW= 1 - 1 Contractor's Request for Payment PLEASE REMIT TO PERIOD ENDING PROJECT ESTIMATE NO# OWNER PAGE OF ITEM CONTRACT COMPLETED QUANTITIES NO# DESCRIPTION QUANTITY UNIT PRICE TOTAL AMOUNT PREVIOUS CURRENT TOTAL TO DATE AMOUNT PR-4 i I CERTIFICATION OF CONSTRUCTION ENGINEER i CERTIFY THAT I HAVE CHECKED AND VERIFIED THIS ESTIMATE # AND THAT , TO THE BEST OF MY KNOWLEDGE AND BELIEF , IT IS A TRUE AND CORRECT STATEMENT OF WORK PERFORMED AND MATERIALS SUPPLIED BY THE CONTRACTOR , AND THAT THE CONTRACTOR ' S CERTIFIED STATEMENT OF THIS ACCOUNT AND THE AMOUNT DUE TO HIM IS CORRECT . BY FOR PR-3 state plan coordinates , all pavement , drainage and utility construction , depict any changes in, the contract plans , including horizontal location and vertical elevation of all tops , inverts and other pertinent points of drainage and sewer structures , and the location and depth of all lines , fittings , valves and appurtenances , all revisions in sizes and types , widths , lengths , and depths , and all information necessary to locate or operate concealed or buried valves , fittings and equipment installed under the contract . Separation measurements for all utility crossings shall be clearly indicated on As-Builts to the satisfaction of Florida Department of Environmental Protection and the local utility authority . All electrical switch gear will be labeled to designate the circuits used. All keys will be tagged to show location of lock . It is the intent of this requirement to record and preserve information for future use , and to that extent the "As- Built" drawings and other as-built data will be neat , clear and fully described and delineated with all symbols and abbreviations defined in full . The Engineer will supply the Contractor with reproducible drawings of the contract plans upon which the Contractor shall prepare the "As- Built" drawings . Water and sewer utility as - builts shall be required to be completed and certified by a professional land surveyor, licensed in the State of Florida , and shall meet the minimum "Standard Requirements for Construction and As- Built Utility Survey Work" per Indian River County Utility Department (latest edition ) and Florida Department of Environmental Protection requirements . A copy of this minimum criteria is attached in the regulatory requirements and notification section of these documents . As -built drawings will be subject to the approval and acceptance of the Engineer, prior to final payment. i SP-6 PLEASE REMIT TO : ESTIMATEM PERIOD ENDING : CONTRACTOR' S REQUEST FOR PAYMENT SCHEDULE OF CONTRACT CHANGE ORDERS TOTAL COST OF COST OF CHANGE ITEM ADDED BY ORDER ITEM NO , DATE DESCRIPTION CHANGE ORDER COMPLETED TO DATE TOTALS ANALYSIS OF ADJUSTED CONTRACT AMOUNT TO DATE : 1 . Original Contract Amount $ 2 . Additions To Contract + 3 . Adjusted Contract Amount To Date $ ANALYSIS OF WORK PERFORMED : 1 . Cost Of Original Contract Work To Date $ 2 . Extra Work Performed To Date + 3 . Total Cost of Work Performed To Date $ 4 . Material Stored + 5 . Total Cost of Work and Materials Stored $ 6 . Less 10 % Retainage - 7 . Net Amt Earned on Contract Work To Date $ 8 . Less : Amount Paid on Previous Estimates - Amount Owed On Previous Estimates - 9 . BALANCE DUE THIS ESTIMATE# $ PR- 1 Contractor's Request for Payment PLEASE REMIT TO PERIOD ENDING PROJECT ESTIMATE NO# OWNER PAGE OF ITEM CONTRACT COMPLETED QUANTITIES NO# DESCRIPTION QUANTITY UNIT PRICE TOTAL AMOUNT PREVIOUS CURRENT TOTAL TO DATE AMOUNT PR-4 APPENDIX 'A' Technical Specifications i EXCAVATION 1 ) SCOPE A) The Contractor shall furnish all necessary labor, equipment, and transportation to excavate and haul material in accordance with the Plans and Specifications . 2) GENERAL A) The Contractor shall excavate for the roadways , structures , swales , etc. , as shown on the Drawings and specified herein , and shall dispose of all materials excavated at a site designated or approved by the Owner. 3 ) DISPOSAL A) In all areas where excavation is to be done , all earth , rock, muck and other materials shall be removed and separated as to suitable and unsuitable material for backfill as defined herein . B) The Contractor may , for his own convenience , elect to temporarily stockpile any portion of the excavated material at a job site location designated by the Owner, for later use or disposal . The stockpiled material shall be piled in an orderly manner so as not to endanger the work or obstruct roadways or drainage within the designated job site location . All excavated unsuitable material shall be disposed of at a location designated or approved by the Owner. All excavated suitable material that is not reused by the Contractor within the job site shall become the property of the Owner and shall be disposed of as directed by the Owner. 4 ) SHEETING AND BRACING A) Where excavations may endanger workmen , existing structures , utilities or other facilities , it shall be the Contractor's responsibility to immediately install and maintain adequate sheeting and bracing per OSHA specifications in order to protect said facility . No work shall proceed in such excavations until the sheeting and bracing has been properly and completely installed . The sheeting thus installed shall be removed as the work progresses or, at the discretion of the Engineer, be cut off below finished grade and left in place . Sheeting and bracing may be either steel or wood at the option of the Contractor. B ) Sheeting and bracing shall be installed in a manner that will allow for removal without injuring or endangering workmen , the work, adjacent structures , and the like . Voids caused by withdrawal of sheeting shall be promptly and completely filled with sand and compacted to a degree equal to the surrounding soil . 5 ) DEWATERING A) All water encountered during excavation shall be promptly and completely removed to a depth below the exposed excavation surface sufficient to provide a dry working surface . The excavation shall be kept dry until the work to be built or placed therein has been completed as specified . Dewatering shall be done in a manner that will not cause sloughing or caving of the excavation walls . Water from said dewatering shall be disposed of in a manner as will not result in violations of State water quality standards in receiving waters , nor cause injury to public health nor to public or private property , nor to the work completed or in progress . Any and all damage caused by dewatering shall be promptly repaired by the Contractor at no cost to the Owner. The receiving point for water from said operation shall be approved by the applicable regulatory SW-2 - 1 agency and the Engineer. The Contractor is responsible for obtaining all required permits and any other approval necessary . 6 ) REMOVAL OF MUCK , ROCK , AND OTHER UNSUITABLE MATERIAL A) All muck , rock , clay , marl , gravel , boulders , heterogeneous fill material and any other organic or unsuitable " materials of excavation" encountered under pavement areas , structures , and utilities , shall be excavated and distributed as determined by the Owner and Engineer (i . e . re-located on-site or removed ) . Also , any " unforeseen obstacles" , such as buried trees or timbers , abandoned utilities , metal objects , concrete masses , or any other type of debris encountered shall be removed . B) Stripping shall be accomplished to clean in-place sand or other suitable material as approved by the Engineer. Removal of unsuitable material within areas which are to receive footings , slabs , or other foundations shall be completed for the full area under such structures and to ten feet minimum outside the maximum perimeter. Where pavement is to be placed , said removal shall include all area under the surface to extend to the outside of shoulders and under sidewalks and bike paths , or as directed by the Engineer . C) All roots , stumps , logs , limbs , timbers , boulders , or any material which is not suitable for backfill material shall be removed from the site promptly and excavated and disposed of by the Contractor at his expense . D) All materials of excavation and " unforeseen obstacles " will be considered as incidental to construction and no additional compensation will be allowed . SW-2-2 CLEARING AND GRUBBING 1 . SCOPE A. The Contractor shall furnish all labor , materials and equipment, and all operations required to clear and grub the site as shown on the Plans and specified herein . i 2 . GENERAL A. Clearing and grubbing shall consist of the complete removal and disposal of all trees , brush , logs , stumps , roots , weeds , rubbish , rocks , structures designated to be removed , concrete , and other deleterious material and obstructions resting upon or protruding through the surface of the ground . Stumps , roots 3" and over and similar obstructions shall be removed to a minimum depth of 2 feet below the existing ground . All structural items shall be excavated to full depth , completely removed , and the excavation backfilled per these specifications . B . The Contractor shall clear and grub the areas described below: 1 . All rights of way , easements , lots , and other areas where construction is to take place . 3 . DISPOSAL A . BURNING PERMITTED ONSITE i 1 . When permitted by local governing authorities , trees , stumps , brush , weeds , and similar natural materials may be burned on site . The Contractor shall dispose of all unburned residue off site , and if required by the Engineer, spread the ash . Material which will not burn or will not burn without air pollution such as asphalt and tires shall be hauled off site for disposal in an approved manner, B . OFF SITE DISPOSAL 1 . When on site burning is not permitted , all material shall be hauled off site by the Contractor for disposal in an approved manner. 2 . The Contractor shall be responsible for obtaining and complying with the provisions of all necessary permits . All fees shall be paid by the Contractor. 3 . No material shall be buried on site . SW= 1 - 1 APPENDIX 'A' Technical Specifications i Contractor's Request for Payment CERTIFICATION OF CONTRACTOR I CERTIFY THAT ALL ITEMS AND AMOUNTS SHOWN ON THE FACE OF THIS ESTIMATE # ARE CORRECT ; THAT ALL WORK HAS BEEN PERFORMED AND/OR MATERIALS SUPPLIED IN FULL ACCORDANCE WITH THE TERMS AND CONDITIONS OF THIS CONTRACT BETWEEN OWNER AND , CONTRACTOR, DATED THIS AFFIDAVIT IS MADE PURSUANT TO SECTION 713 . 06 (3) (c) ( 1 ) , FLORIDA STATUTES , FOR THE PURPOSE OF ACKNOWLEDGING FULL PAYMENT BY THE CONTRACTOR FOR WORK DONE AND MATERIALS SUPPLIED THROUGH , 20�, ON REAL PROPERTY DESCRIBED AS : ( PROPERTY DESCRIPTION) 1 i i I I THAT ALL LIENORS ENGAGED BY THE CONTRACTOR TO PERFORM OR PROVIDE LABOR , SERVICES AND/OR MATERIALS UNDER THE CONTRACT BETWEEN CONTRACTOR AND OWNER OF THE ABOVE - DESCRIBED PROPERTY HAVE BEEN PAID IN FULL FOR ALL I WORK DONE OR MATERIALS SUPPLIED THROUGH 120_1 EXCEPT AS FOLLOWS : NAME ADDRESS AMOUNT DUE CONTRACTOR : BY: i BY: ( Notary Public) TITLE : DATE : i PR-2 i I CERTIFICATION OF CONSTRUCTION ENGINEER i CERTIFY THAT I HAVE CHECKED AND VERIFIED THIS ESTIMATE # AND THAT , TO THE BEST OF MY KNOWLEDGE AND BELIEF , IT IS A TRUE AND CORRECT STATEMENT OF WORK PERFORMED AND MATERIALS SUPPLIED BY THE CONTRACTOR , AND THAT THE CONTRACTOR ' S CERTIFIED STATEMENT OF THIS ACCOUNT AND THE AMOUNT DUE TO HIM IS CORRECT . BY FOR PR-3 CLEARING AND GRUBBING 1 . SCOPE A. The Contractor shall furnish all labor , materials and equipment, and all operations required to clear and grub the site as shown on the Plans and specified herein . i 2 . GENERAL A. Clearing and grubbing shall consist of the complete removal and disposal of all trees , brush , logs , stumps , roots , weeds , rubbish , rocks , structures designated to be removed , concrete , and other deleterious material and obstructions resting upon or protruding through the surface of the ground . Stumps , roots 3" and over and similar obstructions shall be removed to a minimum depth of 2 feet below the existing ground . All structural items shall be excavated to full depth , completely removed , and the excavation backfilled per these specifications . B . The Contractor shall clear and grub the areas described below: 1 . All rights of way , easements , lots , and other areas where construction is to take place . 3 . DISPOSAL A . BURNING PERMITTED ONSITE i 1 . When permitted by local governing authorities , trees , stumps , brush , weeds , and similar natural materials may be burned on site . The Contractor shall dispose of all unburned residue off site , and if required by the Engineer, spread the ash . Material which will not burn or will not burn without air pollution such as asphalt and tires shall be hauled off site for disposal in an approved manner, B . OFF SITE DISPOSAL 1 . When on site burning is not permitted , all material shall be hauled off site by the Contractor for disposal in an approved manner. 2 . The Contractor shall be responsible for obtaining and complying with the provisions of all necessary permits . All fees shall be paid by the Contractor. 3 . No material shall be buried on site . SW= 1 - 1 EXCAVATION 1 ) SCOPE A) The Contractor shall furnish all necessary labor, equipment, and transportation to excavate and haul material in accordance with the Plans and Specifications . 2) GENERAL A) The Contractor shall excavate for the roadways , structures , swales , etc. , as shown on the Drawings and specified herein , and shall dispose of all materials excavated at a site designated or approved by the Owner. 3 ) DISPOSAL A) In all areas where excavation is to be done , all earth , rock, muck and other materials shall be removed and separated as to suitable and unsuitable material for backfill as defined herein . B) The Contractor may , for his own convenience , elect to temporarily stockpile any portion of the excavated material at a job site location designated by the Owner, for later use or disposal . The stockpiled material shall be piled in an orderly manner so as not to endanger the work or obstruct roadways or drainage within the designated job site location . All excavated unsuitable material shall be disposed of at a location designated or approved by the Owner. All excavated suitable material that is not reused by the Contractor within the job site shall become the property of the Owner and shall be disposed of as directed by the Owner. 4 ) SHEETING AND BRACING A) Where excavations may endanger workmen , existing structures , utilities or other facilities , it shall be the Contractor's responsibility to immediately install and maintain adequate sheeting and bracing per OSHA specifications in order to protect said facility . No work shall proceed in such excavations until the sheeting and bracing has been properly and completely installed . The sheeting thus installed shall be removed as the work progresses or, at the discretion of the Engineer, be cut off below finished grade and left in place . Sheeting and bracing may be either steel or wood at the option of the Contractor. B ) Sheeting and bracing shall be installed in a manner that will allow for removal without injuring or endangering workmen , the work, adjacent structures , and the like . Voids caused by withdrawal of sheeting shall be promptly and completely filled with sand and compacted to a degree equal to the surrounding soil . 5 ) DEWATERING A) All water encountered during excavation shall be promptly and completely removed to a depth below the exposed excavation surface sufficient to provide a dry working surface . The excavation shall be kept dry until the work to be built or placed therein has been completed as specified . Dewatering shall be done in a manner that will not cause sloughing or caving of the excavation walls . Water from said dewatering shall be disposed of in a manner as will not result in violations of State water quality standards in receiving waters , nor cause injury to public health nor to public or private property , nor to the work completed or in progress . Any and all damage caused by dewatering shall be promptly repaired by the Contractor at no cost to the Owner. The receiving point for water from said operation shall be approved by the applicable regulatory SW-2 - 1 GENERAL & SELECT FILL , FILTER MATERIAL , BACKFILL AND COMPACTION 1 ) SCOPE A) The Contractor shall furnish all of the material , equipment , plant, labor, transportation and supervision necessary so as to complete the Work as shown on the Plans and specified herein . 2) GENERAL A) Where structures or unsuitable material have been removed suitable backfill or fill material shall be provided , placed and compacted to elevate the site to the finish grade as shown on the grading plans . Pre-fill compaction shall be accomplished prior to this operation , as specified herein . 3) MATERIAL A) General Fill - All humus , peat ; spongy material , roots , stumps , muck , paving materials , and other objectionable materials shall be unsuitable for backfill . Suitable material for backfill shall consist of sandy-loam , ' clayey-sand , sand , gravel , soft shale , or crushed stone . The Engineer shall be the sole judge of what constitutes suitable and unsuitable material for backfill other than those materials listed above . B) Select Fill - Shall consist of uniform , clean , free draining sand , containing less than 3% fines passing a No . 200 sieve . Laboratory test results of this fill shall be submitted to the Engineer for his approval . C) Filter Material - Shall consist of a washed sand containing less than 1 % fines passing a No . 200 sieve and must have a uniformity coefficient of 1 . 5 or greater but not more than 4 . 0 . Effective grain size shall be been 0 . 20 and 0 . 55 millimeters diameter. 4 ) BORROW A) If there . is not sufficient excavated material of a suitable quality to complete the work , the Contractor shall provide and deliver the necessary suitable additional material to the job site . 5) UNSUITABLE MATERIAL REPLACEMENT A) Fill material shall be placed and spread evenly in layers not to exceed eight inches before compaction . All fill material shall be free from vegetable matter, wood , and other deleterious substances , and shall not contain rocks or clods having a diameter of more than three inches . B) If soil cement paving is proposed , local yellow sand or hard pan shall not be used for the subgrade nor in the base . 6) PRE -FILL COMPACTION A) Should the pre-fill surface elevation be below that required for the base of proposed building foundations or paving subgrade , the areas within road rights-of-way , under parking areas , and the areas under and within five feet of proposed buildings shall be precompacted . This precompaction shall be performed equally on existing ground and on surfaces which have been excavated to remove unsuitable material . The top one foot of said areas shall be compacted to a minimum density of 95 % of maximum as determined by AASHTO T- 180 . The maximum spacing between density tests shall be 150 feet. 7 ) COMPACTION A) Backfill material shall be compacted to 95 % of maximum density per AASHTO T- 180 . Equipment suitable and adequate for uniform compaction to the specified density shall be used for backfill SW-3- 1 operations subject to the approval of the Engineer. All compaction equipment shall be in good working order and any worn or defective equipment shall be immediately replaced or repaired . 8 ) SOIL STABILITY AND COMPACTION CONTROL A) The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory selected by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications , Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. B) Any proposed alternative test methods to those specified herein must be proved by the Engineer prior to testing . At the request of the Engineer, the contractor shall provide such documentation of a proposed alternative test method as the Engineer may require to evaluate the method for approval . C) In no case shall the Contractor proceed with construction on compacted material until the tests prove satisfactory and approval is given by the Engineer. D) In general , at least one test for maximum dry density/optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill . For material of uniform composition and textural class , a minimum of one test per 200 cu , yd . of material shall be performed at the point of use . Tests for in - place density ( percent compaction) shall be taken at locations designated by the Engineer. SW-3-2 agency and the Engineer. The Contractor is responsible for obtaining all required permits and any other approval necessary . 6 ) REMOVAL OF MUCK , ROCK , AND OTHER UNSUITABLE MATERIAL A) All muck , rock , clay , marl , gravel , boulders , heterogeneous fill material and any other organic or unsuitable " materials of excavation" encountered under pavement areas , structures , and utilities , shall be excavated and distributed as determined by the Owner and Engineer (i . e . re-located on-site or removed ) . Also , any " unforeseen obstacles" , such as buried trees or timbers , abandoned utilities , metal objects , concrete masses , or any other type of debris encountered shall be removed . B) Stripping shall be accomplished to clean in-place sand or other suitable material as approved by the Engineer. Removal of unsuitable material within areas which are to receive footings , slabs , or other foundations shall be completed for the full area under such structures and to ten feet minimum outside the maximum perimeter. Where pavement is to be placed , said removal shall include all area under the surface to extend to the outside of shoulders and under sidewalks and bike paths , or as directed by the Engineer . C) All roots , stumps , logs , limbs , timbers , boulders , or any material which is not suitable for backfill material shall be removed from the site promptly and excavated and disposed of by the Contractor at his expense . D) All materials of excavation and " unforeseen obstacles " will be considered as incidental to construction and no additional compensation will be allowed . SW-2-2 EXCAVATION 1 ) SCOPE A) The Contractor shall furnish all necessary labor, equipment, and transportation to excavate and haul material in accordance with the Plans and Specifications . 2) GENERAL A) The Contractor shall excavate for the roadways , structures , swales , etc. , as shown on the Drawings and specified herein , and shall dispose of all materials excavated at a site designated or approved by the Owner. 3 ) DISPOSAL A) In all areas where excavation is to be done , all earth , rock, muck and other materials shall be removed and separated as to suitable and unsuitable material for backfill as defined herein . B) The Contractor may , for his own convenience , elect to temporarily stockpile any portion of the excavated material at a job site location designated by the Owner, for later use or disposal . The stockpiled material shall be piled in an orderly manner so as not to endanger the work or obstruct roadways or drainage within the designated job site location . All excavated unsuitable material shall be disposed of at a location designated or approved by the Owner. All excavated suitable material that is not reused by the Contractor within the job site shall become the property of the Owner and shall be disposed of as directed by the Owner. 4 ) SHEETING AND BRACING A) Where excavations may endanger workmen , existing structures , utilities or other facilities , it shall be the Contractor's responsibility to immediately install and maintain adequate sheeting and bracing per OSHA specifications in order to protect said facility . No work shall proceed in such excavations until the sheeting and bracing has been properly and completely installed . The sheeting thus installed shall be removed as the work progresses or, at the discretion of the Engineer, be cut off below finished grade and left in place . Sheeting and bracing may be either steel or wood at the option of the Contractor. B ) Sheeting and bracing shall be installed in a manner that will allow for removal without injuring or endangering workmen , the work, adjacent structures , and the like . Voids caused by withdrawal of sheeting shall be promptly and completely filled with sand and compacted to a degree equal to the surrounding soil . 5 ) DEWATERING A) All water encountered during excavation shall be promptly and completely removed to a depth below the exposed excavation surface sufficient to provide a dry working surface . The excavation shall be kept dry until the work to be built or placed therein has been completed as specified . Dewatering shall be done in a manner that will not cause sloughing or caving of the excavation walls . Water from said dewatering shall be disposed of in a manner as will not result in violations of State water quality standards in receiving waters , nor cause injury to public health nor to public or private property , nor to the work completed or in progress . Any and all damage caused by dewatering shall be promptly repaired by the Contractor at no cost to the Owner. The receiving point for water from said operation shall be approved by the applicable regulatory SW-2 - 1 Contractor's Request for Payment PLEASE REMIT TO PERIOD ENDING PROJECT ESTIMATE NO# OWNER PAGE OF ITEM CONTRACT COMPLETED QUANTITIES NO# DESCRIPTION QUANTITY UNIT PRICE TOTAL AMOUNT PREVIOUS CURRENT TOTAL TO DATE AMOUNT PR-4 APPENDIX 'A' Technical Specifications i agency and the Engineer. The Contractor is responsible for obtaining all required permits and any other approval necessary . 6 ) REMOVAL OF MUCK , ROCK , AND OTHER UNSUITABLE MATERIAL A) All muck , rock , clay , marl , gravel , boulders , heterogeneous fill material and any other organic or unsuitable " materials of excavation" encountered under pavement areas , structures , and utilities , shall be excavated and distributed as determined by the Owner and Engineer (i . e . re-located on-site or removed ) . Also , any " unforeseen obstacles" , such as buried trees or timbers , abandoned utilities , metal objects , concrete masses , or any other type of debris encountered shall be removed . B) Stripping shall be accomplished to clean in-place sand or other suitable material as approved by the Engineer. Removal of unsuitable material within areas which are to receive footings , slabs , or other foundations shall be completed for the full area under such structures and to ten feet minimum outside the maximum perimeter. Where pavement is to be placed , said removal shall include all area under the surface to extend to the outside of shoulders and under sidewalks and bike paths , or as directed by the Engineer . C) All roots , stumps , logs , limbs , timbers , boulders , or any material which is not suitable for backfill material shall be removed from the site promptly and excavated and disposed of by the Contractor at his expense . D) All materials of excavation and " unforeseen obstacles " will be considered as incidental to construction and no additional compensation will be allowed . SW-2-2 GENERAL & SELECT FILL , FILTER MATERIAL , BACKFILL AND COMPACTION 1 ) SCOPE A) The Contractor shall furnish all of the material , equipment , plant, labor, transportation and supervision necessary so as to complete the Work as shown on the Plans and specified herein . 2) GENERAL A) Where structures or unsuitable material have been removed suitable backfill or fill material shall be provided , placed and compacted to elevate the site to the finish grade as shown on the grading plans . Pre-fill compaction shall be accomplished prior to this operation , as specified herein . 3) MATERIAL A) General Fill - All humus , peat ; spongy material , roots , stumps , muck , paving materials , and other objectionable materials shall be unsuitable for backfill . Suitable material for backfill shall consist of sandy-loam , ' clayey-sand , sand , gravel , soft shale , or crushed stone . The Engineer shall be the sole judge of what constitutes suitable and unsuitable material for backfill other than those materials listed above . B) Select Fill - Shall consist of uniform , clean , free draining sand , containing less than 3% fines passing a No . 200 sieve . Laboratory test results of this fill shall be submitted to the Engineer for his approval . C) Filter Material - Shall consist of a washed sand containing less than 1 % fines passing a No . 200 sieve and must have a uniformity coefficient of 1 . 5 or greater but not more than 4 . 0 . Effective grain size shall be been 0 . 20 and 0 . 55 millimeters diameter. 4 ) BORROW A) If there . is not sufficient excavated material of a suitable quality to complete the work , the Contractor shall provide and deliver the necessary suitable additional material to the job site . 5) UNSUITABLE MATERIAL REPLACEMENT A) Fill material shall be placed and spread evenly in layers not to exceed eight inches before compaction . All fill material shall be free from vegetable matter, wood , and other deleterious substances , and shall not contain rocks or clods having a diameter of more than three inches . B) If soil cement paving is proposed , local yellow sand or hard pan shall not be used for the subgrade nor in the base . 6) PRE -FILL COMPACTION A) Should the pre-fill surface elevation be below that required for the base of proposed building foundations or paving subgrade , the areas within road rights-of-way , under parking areas , and the areas under and within five feet of proposed buildings shall be precompacted . This precompaction shall be performed equally on existing ground and on surfaces which have been excavated to remove unsuitable material . The top one foot of said areas shall be compacted to a minimum density of 95 % of maximum as determined by AASHTO T- 180 . The maximum spacing between density tests shall be 150 feet. 7 ) COMPACTION A) Backfill material shall be compacted to 95 % of maximum density per AASHTO T- 180 . Equipment suitable and adequate for uniform compaction to the specified density shall be used for backfill SW-3- 1 GRASSING BY SODDING 1 ) 1 : SCOPE A) The Contractor shall furnish all materials , labor, equipment and supervision required to prepare the soil , fine grade the area and establish a healthy stand of grass by sodding of the areas so designated on the drawings and as specified herein . 2 ) GENERAL A) PREPARATION 1 ) The area to be sodded shall be clear of old sod and weeds . The area shall be fine graded and the surface loosened , by scarifying , if necessary . If the soil is dry it shall be moistened to provide an optimum growing condition . B) FERTILIZER 1 ) Fertilizer shall be uniformly spread over the area to be sodded at the rate of 400 to 500 pounds her acre . The fertilizer shall have a chemical designation of 12-8-8 . Soil which has a PH of 5 . 0 or lower shall , if directed by the Engineer, have an application of dolomite lime stone , but the amount of dolomite applied shall not raise the PH above 6 . 0 . C) SOD 1 ) The sod shall be - bahia unless otherwise noted or directed by the Engineer. The sod shall be of a tough texture with a good mat of roots . It shall be free of weeds and other objectionable grasses . Approximately three days prior to cutting the sod , it shall be closely mowed and raked to remove excess growth and debris . The sod shall be cut with sufficient thickness to retain the root system intact. There shall be a minimum of delay between the cutting of the sod and the laying so that it is live , fresh and uninjured when laid . D) LAYING 1 ) No sod shall be laid until the Engineer has approved the condition of the prepared area . The sod shall be placed with the edges in close contact . Where the sod is laid on a slope the pieces of sod shall be laid with staggered joints to minimize erosion along the joints and where the sod is laid in drainage swales and ditches the joints shall be staggered in the line of flow for the same reason . After the sod is laid it shall be brought into close contact with the soil by tamping , light rolling or other acceptable means . Where the sod may slide due to the steep slope it shall be pegged to firm soil with wood pegs . E ) WATERING 1 ) The sod shall be kept watered on an as need basis for the duration of. The contract period and in no case for less than two weeks . When the grass is watered it should be at the rate of one inch or 620 gallons per 1000 square feet per application . F) MAINTENANCE 1 ) The Contractor shall , at his expense , maintain the sodded area in a satisfactory condition until final acceptance of the project or until the end of the two weeks watering period , which ever is later (see Paragraph E above) . Such maintenance shall include the filling , leveling and repair any washed or eroded areas and the resodding of any areas which may have been damaged or are not growing satisfactorily. SW-4 - 1 GRASSING BY SEEDING & MULCHING 1 ) SCOPE A) The Contractor shall furnish all materials , labor, equipment and supervision required to prepare the soil , fine grade the area and establish a healthy stand of grass by applying seed , fertilizer and mulch by the method in the areas so designated on the Drawings , in areas disturbed by construction under this Contract and/or otherwise specified herein . 2 ) GENERAL A) GENERAL 1 ) As early in the contract as practical the Contractor shall prepare the areas to be grassed and plant them so as to allow time for establishment of a stand of grass prior to end of the Contract Period . Areas to be grassed shall be approved by the Engineer prior to planting . Seeding and mulching will not be permitted when wind velocities exceed 15 miles per hour. No seeding shall be done when the ground is unduly wet or in an untillable condition . i B) EQUIPMENT 1 ) Fertilizer Spreader - The device for spreading dolomitic limestone and fertilizer shall be capable of uniformly distributing the material at the specified rate . 2 ) Seed Spreader - The seed spreader shall be an approved mechanical hand spreader or other approved type of spreader. 3) Mulch Cutting Equipment - The mulching equipment shall be of a type capable of cutting the specified materials uniformly into the soil and to the required depth . 4) Rollers - A traffic roller or other suitable equipment will be required for rolling the grassed j areas . C ) METHODS 1 ) Area Preparation - The ground which into be seeded shall be prepared by thoroughly pulverizing the soil to a depth of 2 to 4 inches . The prepared soil shall be loose and free of large clods , roots and other objectionable material that will interfere with the grassing or maintenance operations . Prior to seeding & mulching , the ground shall have been fine graded to the plan section and reasonably smooth . 2 ) Application of Fertilizer - If there is reason to believe that the soil PH is lower than 5 . 5 , the Contractor shall have the soil tested . If it is below 5 . 0 , the Contractor shall apply sufficient dolomite limestone to bring the PH to between 5 . 0 and 6 . 0 . The fertilizer to be used shall have a chemical designation of 12-8-8 . At least 50 percent of the phosphoric acid shall be from normal supper phosphate having a minimum of two units of sulfur. The fertilizer and/or limestone shall be spread uniformly over the area to be grassed at the rate of 1 , 000 pounds per acre . Immediately after the fertilizer is spread , it shall be mixed with the soil to a depth of approximately four inches . 3) Seeding - While the soil is still loose and moist , the seed shall be scattered uniformly over the area . Unless otherwise directed , the grass seed shall be 20 part Bermuda and 80' parts j Argentine Bahia . The Bahia seed shall be scarified seed having a total germination of 85% . 10 to 20 parts of a quick-growing , noncompetitive grass seed such a millet or Italian rye shall j be included to provide early ground cover. The rate of spread for the permanent-type seed mixture shall be 100 pounds per acre . The rate of spread for the quick growing seed shall be 20 pounds per acre . 4) Mulching - Approximately two inches , loose thickness , of the mulch material shall be applied i uniformly over the seeded area , and the mulch material cut into the soil with the equipment i - SW-5- 1 operations subject to the approval of the Engineer. All compaction equipment shall be in good working order and any worn or defective equipment shall be immediately replaced or repaired . 8 ) SOIL STABILITY AND COMPACTION CONTROL A) The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory selected by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications , Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. B) Any proposed alternative test methods to those specified herein must be proved by the Engineer prior to testing . At the request of the Engineer, the contractor shall provide such documentation of a proposed alternative test method as the Engineer may require to evaluate the method for approval . C) In no case shall the Contractor proceed with construction on compacted material until the tests prove satisfactory and approval is given by the Engineer. D) In general , at least one test for maximum dry density/optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill . For material of uniform composition and textural class , a minimum of one test per 200 cu , yd . of material shall be performed at the point of use . Tests for in - place density ( percent compaction) shall be taken at locations designated by the Engineer. SW-3-2 GENERAL & SELECT FILL , FILTER MATERIAL , BACKFILL AND COMPACTION 1 ) SCOPE A) The Contractor shall furnish all of the material , equipment , plant, labor, transportation and supervision necessary so as to complete the Work as shown on the Plans and specified herein . 2) GENERAL A) Where structures or unsuitable material have been removed suitable backfill or fill material shall be provided , placed and compacted to elevate the site to the finish grade as shown on the grading plans . Pre-fill compaction shall be accomplished prior to this operation , as specified herein . 3) MATERIAL A) General Fill - All humus , peat ; spongy material , roots , stumps , muck , paving materials , and other objectionable materials shall be unsuitable for backfill . Suitable material for backfill shall consist of sandy-loam , ' clayey-sand , sand , gravel , soft shale , or crushed stone . The Engineer shall be the sole judge of what constitutes suitable and unsuitable material for backfill other than those materials listed above . B) Select Fill - Shall consist of uniform , clean , free draining sand , containing less than 3% fines passing a No . 200 sieve . Laboratory test results of this fill shall be submitted to the Engineer for his approval . C) Filter Material - Shall consist of a washed sand containing less than 1 % fines passing a No . 200 sieve and must have a uniformity coefficient of 1 . 5 or greater but not more than 4 . 0 . Effective grain size shall be been 0 . 20 and 0 . 55 millimeters diameter. 4 ) BORROW A) If there . is not sufficient excavated material of a suitable quality to complete the work , the Contractor shall provide and deliver the necessary suitable additional material to the job site . 5) UNSUITABLE MATERIAL REPLACEMENT A) Fill material shall be placed and spread evenly in layers not to exceed eight inches before compaction . All fill material shall be free from vegetable matter, wood , and other deleterious substances , and shall not contain rocks or clods having a diameter of more than three inches . B) If soil cement paving is proposed , local yellow sand or hard pan shall not be used for the subgrade nor in the base . 6) PRE -FILL COMPACTION A) Should the pre-fill surface elevation be below that required for the base of proposed building foundations or paving subgrade , the areas within road rights-of-way , under parking areas , and the areas under and within five feet of proposed buildings shall be precompacted . This precompaction shall be performed equally on existing ground and on surfaces which have been excavated to remove unsuitable material . The top one foot of said areas shall be compacted to a minimum density of 95 % of maximum as determined by AASHTO T- 180 . The maximum spacing between density tests shall be 150 feet. 7 ) COMPACTION A) Backfill material shall be compacted to 95 % of maximum density per AASHTO T- 180 . Equipment suitable and adequate for uniform compaction to the specified density shall be used for backfill SW-3- 1 CLEARING AND GRUBBING 1 . SCOPE A. The Contractor shall furnish all labor , materials and equipment, and all operations required to clear and grub the site as shown on the Plans and specified herein . i 2 . GENERAL A. Clearing and grubbing shall consist of the complete removal and disposal of all trees , brush , logs , stumps , roots , weeds , rubbish , rocks , structures designated to be removed , concrete , and other deleterious material and obstructions resting upon or protruding through the surface of the ground . Stumps , roots 3" and over and similar obstructions shall be removed to a minimum depth of 2 feet below the existing ground . All structural items shall be excavated to full depth , completely removed , and the excavation backfilled per these specifications . B . The Contractor shall clear and grub the areas described below: 1 . All rights of way , easements , lots , and other areas where construction is to take place . 3 . DISPOSAL A . BURNING PERMITTED ONSITE i 1 . When permitted by local governing authorities , trees , stumps , brush , weeds , and similar natural materials may be burned on site . The Contractor shall dispose of all unburned residue off site , and if required by the Engineer, spread the ash . Material which will not burn or will not burn without air pollution such as asphalt and tires shall be hauled off site for disposal in an approved manner, B . OFF SITE DISPOSAL 1 . When on site burning is not permitted , all material shall be hauled off site by the Contractor for disposal in an approved manner. 2 . The Contractor shall be responsible for obtaining and complying with the provisions of all necessary permits . All fees shall be paid by the Contractor. 3 . No material shall be buried on site . SW= 1 - 1 EXCAVATION 1 ) SCOPE A) The Contractor shall furnish all necessary labor, equipment, and transportation to excavate and haul material in accordance with the Plans and Specifications . 2) GENERAL A) The Contractor shall excavate for the roadways , structures , swales , etc. , as shown on the Drawings and specified herein , and shall dispose of all materials excavated at a site designated or approved by the Owner. 3 ) DISPOSAL A) In all areas where excavation is to be done , all earth , rock, muck and other materials shall be removed and separated as to suitable and unsuitable material for backfill as defined herein . B) The Contractor may , for his own convenience , elect to temporarily stockpile any portion of the excavated material at a job site location designated by the Owner, for later use or disposal . The stockpiled material shall be piled in an orderly manner so as not to endanger the work or obstruct roadways or drainage within the designated job site location . All excavated unsuitable material shall be disposed of at a location designated or approved by the Owner. All excavated suitable material that is not reused by the Contractor within the job site shall become the property of the Owner and shall be disposed of as directed by the Owner. 4 ) SHEETING AND BRACING A) Where excavations may endanger workmen , existing structures , utilities or other facilities , it shall be the Contractor's responsibility to immediately install and maintain adequate sheeting and bracing per OSHA specifications in order to protect said facility . No work shall proceed in such excavations until the sheeting and bracing has been properly and completely installed . The sheeting thus installed shall be removed as the work progresses or, at the discretion of the Engineer, be cut off below finished grade and left in place . Sheeting and bracing may be either steel or wood at the option of the Contractor. B ) Sheeting and bracing shall be installed in a manner that will allow for removal without injuring or endangering workmen , the work, adjacent structures , and the like . Voids caused by withdrawal of sheeting shall be promptly and completely filled with sand and compacted to a degree equal to the surrounding soil . 5 ) DEWATERING A) All water encountered during excavation shall be promptly and completely removed to a depth below the exposed excavation surface sufficient to provide a dry working surface . The excavation shall be kept dry until the work to be built or placed therein has been completed as specified . Dewatering shall be done in a manner that will not cause sloughing or caving of the excavation walls . Water from said dewatering shall be disposed of in a manner as will not result in violations of State water quality standards in receiving waters , nor cause injury to public health nor to public or private property , nor to the work completed or in progress . Any and all damage caused by dewatering shall be promptly repaired by the Contractor at no cost to the Owner. The receiving point for water from said operation shall be approved by the applicable regulatory SW-2 - 1 operations subject to the approval of the Engineer. All compaction equipment shall be in good working order and any worn or defective equipment shall be immediately replaced or repaired . 8 ) SOIL STABILITY AND COMPACTION CONTROL A) The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory selected by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications , Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. B) Any proposed alternative test methods to those specified herein must be proved by the Engineer prior to testing . At the request of the Engineer, the contractor shall provide such documentation of a proposed alternative test method as the Engineer may require to evaluate the method for approval . C) In no case shall the Contractor proceed with construction on compacted material until the tests prove satisfactory and approval is given by the Engineer. D) In general , at least one test for maximum dry density/optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill . For material of uniform composition and textural class , a minimum of one test per 200 cu , yd . of material shall be performed at the point of use . Tests for in - place density ( percent compaction) shall be taken at locations designated by the Engineer. SW-3-2 GRASSING BY SODDING 1 ) 1 : SCOPE A) The Contractor shall furnish all materials , labor, equipment and supervision required to prepare the soil , fine grade the area and establish a healthy stand of grass by sodding of the areas so designated on the drawings and as specified herein . 2 ) GENERAL A) PREPARATION 1 ) The area to be sodded shall be clear of old sod and weeds . The area shall be fine graded and the surface loosened , by scarifying , if necessary . If the soil is dry it shall be moistened to provide an optimum growing condition . B) FERTILIZER 1 ) Fertilizer shall be uniformly spread over the area to be sodded at the rate of 400 to 500 pounds her acre . The fertilizer shall have a chemical designation of 12-8-8 . Soil which has a PH of 5 . 0 or lower shall , if directed by the Engineer, have an application of dolomite lime stone , but the amount of dolomite applied shall not raise the PH above 6 . 0 . C) SOD 1 ) The sod shall be - bahia unless otherwise noted or directed by the Engineer. The sod shall be of a tough texture with a good mat of roots . It shall be free of weeds and other objectionable grasses . Approximately three days prior to cutting the sod , it shall be closely mowed and raked to remove excess growth and debris . The sod shall be cut with sufficient thickness to retain the root system intact. There shall be a minimum of delay between the cutting of the sod and the laying so that it is live , fresh and uninjured when laid . D) LAYING 1 ) No sod shall be laid until the Engineer has approved the condition of the prepared area . The sod shall be placed with the edges in close contact . Where the sod is laid on a slope the pieces of sod shall be laid with staggered joints to minimize erosion along the joints and where the sod is laid in drainage swales and ditches the joints shall be staggered in the line of flow for the same reason . After the sod is laid it shall be brought into close contact with the soil by tamping , light rolling or other acceptable means . Where the sod may slide due to the steep slope it shall be pegged to firm soil with wood pegs . E ) WATERING 1 ) The sod shall be kept watered on an as need basis for the duration of. The contract period and in no case for less than two weeks . When the grass is watered it should be at the rate of one inch or 620 gallons per 1000 square feet per application . F) MAINTENANCE 1 ) The Contractor shall , at his expense , maintain the sodded area in a satisfactory condition until final acceptance of the project or until the end of the two weeks watering period , which ever is later (see Paragraph E above) . Such maintenance shall include the filling , leveling and repair any washed or eroded areas and the resodding of any areas which may have been damaged or are not growing satisfactorily. SW-4 - 1 specified so as to produce a loose mulched thickness of three to four inches . Care shall be exercised that the materials are not cut too deeply into the soil . 5 ) Rolling - Immediately after completion of the seeding and mulching , the entire area shall be rolled thoroughly with the equipment specified . At least two trips over the entire area will be required . 6) Watering - The seeded areas shall be watered so as to provide optimum growth conditions for the establishment of the grass . In no case , however, shall the period of maintaining such moisture be less than two weeks after the planting . D) MAINTENANCE 1 ) The Contractor shall maintain the grassed areas in a satisfactory manner until final acceptance of the Contract and until the seed has germinated and a stand of grass established . Maintenance shall include repairing any damaged or eroded areas and reseeding any areas which do not produce a satisfactory stand of grass . i i SW-5-2 SITE CLEANUP & RESTORATION 1 ) SCOPE A) The Contractor shall furnish all plant , labor, equipment , appliances and materials required or necessary to clean up the site after the construction is completed and to restore items disturbed or damaged due to his construction operation . 2 ) GENERAL A) During the progress of the project, the work and the adjacent areas affected thereby shall be kept in a neat and orderly condition . All rubbish , surplus materials , and unused construction equipment shall be removed . All damage shall be repaired so that the public and private property owners will be inconvenienced as little as possible . B) 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 . C) Before the completion of the project , the Contractor shall , unless otherwise especially directed or permitted in writing , tear down and remove all temporary buildings and structures which he builds ; remove all temporary Works , tools , and machinery or other construction equipment furnished by him ; remove , acceptably disinfect , and cover all organic matter and material containing organic matter in , under, and around privies , houses , and other buildings used by him ; remove all rubbish from any grounds which he has occupied ; and leave the roads , all parts of the premises and adjacent property affected by his operations , in a neat and satisfactory condition . D) It shall be the responsibility of the Contractor to repair, rebuild , or restore to its former conditions , any and all portions of existing utilities , structures , equipment, appurtenances , trees and shrubs , or facilities , other than those to be paid for under the specifications , which may be disturbed or damaged due to his construction operations . E) The Contractor shall thoroughly clean all materials and equipment installed by him and his subcontractors and on completion of the work shall deliver the facilities undamaged and in fresh and new-appearing condition . SW-6 - 1 GRASSING BY SEEDING & MULCHING 1 ) SCOPE A) The Contractor shall furnish all materials , labor, equipment and supervision required to prepare the soil , fine grade the area and establish a healthy stand of grass by applying seed , fertilizer and mulch by the method in the areas so designated on the Drawings , in areas disturbed by construction under this Contract and/or otherwise specified herein . 2 ) GENERAL A) GENERAL 1 ) As early in the contract as practical the Contractor shall prepare the areas to be grassed and plant them so as to allow time for establishment of a stand of grass prior to end of the Contract Period . Areas to be grassed shall be approved by the Engineer prior to planting . Seeding and mulching will not be permitted when wind velocities exceed 15 miles per hour. No seeding shall be done when the ground is unduly wet or in an untillable condition . i B) EQUIPMENT 1 ) Fertilizer Spreader - The device for spreading dolomitic limestone and fertilizer shall be capable of uniformly distributing the material at the specified rate . 2 ) Seed Spreader - The seed spreader shall be an approved mechanical hand spreader or other approved type of spreader. 3) Mulch Cutting Equipment - The mulching equipment shall be of a type capable of cutting the specified materials uniformly into the soil and to the required depth . 4) Rollers - A traffic roller or other suitable equipment will be required for rolling the grassed j areas . C ) METHODS 1 ) Area Preparation - The ground which into be seeded shall be prepared by thoroughly pulverizing the soil to a depth of 2 to 4 inches . The prepared soil shall be loose and free of large clods , roots and other objectionable material that will interfere with the grassing or maintenance operations . Prior to seeding & mulching , the ground shall have been fine graded to the plan section and reasonably smooth . 2 ) Application of Fertilizer - If there is reason to believe that the soil PH is lower than 5 . 5 , the Contractor shall have the soil tested . If it is below 5 . 0 , the Contractor shall apply sufficient dolomite limestone to bring the PH to between 5 . 0 and 6 . 0 . The fertilizer to be used shall have a chemical designation of 12-8-8 . At least 50 percent of the phosphoric acid shall be from normal supper phosphate having a minimum of two units of sulfur. The fertilizer and/or limestone shall be spread uniformly over the area to be grassed at the rate of 1 , 000 pounds per acre . Immediately after the fertilizer is spread , it shall be mixed with the soil to a depth of approximately four inches . 3) Seeding - While the soil is still loose and moist , the seed shall be scattered uniformly over the area . Unless otherwise directed , the grass seed shall be 20 part Bermuda and 80' parts j Argentine Bahia . The Bahia seed shall be scarified seed having a total germination of 85% . 10 to 20 parts of a quick-growing , noncompetitive grass seed such a millet or Italian rye shall j be included to provide early ground cover. The rate of spread for the permanent-type seed mixture shall be 100 pounds per acre . The rate of spread for the quick growing seed shall be 20 pounds per acre . 4) Mulching - Approximately two inches , loose thickness , of the mulch material shall be applied i uniformly over the seeded area , and the mulch material cut into the soil with the equipment i - SW-5- 1 GRASSING BY SODDING 1 ) 1 : SCOPE A) The Contractor shall furnish all materials , labor, equipment and supervision required to prepare the soil , fine grade the area and establish a healthy stand of grass by sodding of the areas so designated on the drawings and as specified herein . 2 ) GENERAL A) PREPARATION 1 ) The area to be sodded shall be clear of old sod and weeds . The area shall be fine graded and the surface loosened , by scarifying , if necessary . If the soil is dry it shall be moistened to provide an optimum growing condition . B) FERTILIZER 1 ) Fertilizer shall be uniformly spread over the area to be sodded at the rate of 400 to 500 pounds her acre . The fertilizer shall have a chemical designation of 12-8-8 . Soil which has a PH of 5 . 0 or lower shall , if directed by the Engineer, have an application of dolomite lime stone , but the amount of dolomite applied shall not raise the PH above 6 . 0 . C) SOD 1 ) The sod shall be - bahia unless otherwise noted or directed by the Engineer. The sod shall be of a tough texture with a good mat of roots . It shall be free of weeds and other objectionable grasses . Approximately three days prior to cutting the sod , it shall be closely mowed and raked to remove excess growth and debris . The sod shall be cut with sufficient thickness to retain the root system intact. There shall be a minimum of delay between the cutting of the sod and the laying so that it is live , fresh and uninjured when laid . D) LAYING 1 ) No sod shall be laid until the Engineer has approved the condition of the prepared area . The sod shall be placed with the edges in close contact . Where the sod is laid on a slope the pieces of sod shall be laid with staggered joints to minimize erosion along the joints and where the sod is laid in drainage swales and ditches the joints shall be staggered in the line of flow for the same reason . After the sod is laid it shall be brought into close contact with the soil by tamping , light rolling or other acceptable means . Where the sod may slide due to the steep slope it shall be pegged to firm soil with wood pegs . E ) WATERING 1 ) The sod shall be kept watered on an as need basis for the duration of. The contract period and in no case for less than two weeks . When the grass is watered it should be at the rate of one inch or 620 gallons per 1000 square feet per application . F) MAINTENANCE 1 ) The Contractor shall , at his expense , maintain the sodded area in a satisfactory condition until final acceptance of the project or until the end of the two weeks watering period , which ever is later (see Paragraph E above) . Such maintenance shall include the filling , leveling and repair any washed or eroded areas and the resodding of any areas which may have been damaged or are not growing satisfactorily. SW-4 - 1 agency and the Engineer. The Contractor is responsible for obtaining all required permits and any other approval necessary . 6 ) REMOVAL OF MUCK , ROCK , AND OTHER UNSUITABLE MATERIAL A) All muck , rock , clay , marl , gravel , boulders , heterogeneous fill material and any other organic or unsuitable " materials of excavation" encountered under pavement areas , structures , and utilities , shall be excavated and distributed as determined by the Owner and Engineer (i . e . re-located on-site or removed ) . Also , any " unforeseen obstacles" , such as buried trees or timbers , abandoned utilities , metal objects , concrete masses , or any other type of debris encountered shall be removed . B) Stripping shall be accomplished to clean in-place sand or other suitable material as approved by the Engineer. Removal of unsuitable material within areas which are to receive footings , slabs , or other foundations shall be completed for the full area under such structures and to ten feet minimum outside the maximum perimeter. Where pavement is to be placed , said removal shall include all area under the surface to extend to the outside of shoulders and under sidewalks and bike paths , or as directed by the Engineer . C) All roots , stumps , logs , limbs , timbers , boulders , or any material which is not suitable for backfill material shall be removed from the site promptly and excavated and disposed of by the Contractor at his expense . D) All materials of excavation and " unforeseen obstacles " will be considered as incidental to construction and no additional compensation will be allowed . SW-2-2 GENERAL & SELECT FILL , FILTER MATERIAL , BACKFILL AND COMPACTION 1 ) SCOPE A) The Contractor shall furnish all of the material , equipment , plant, labor, transportation and supervision necessary so as to complete the Work as shown on the Plans and specified herein . 2) GENERAL A) Where structures or unsuitable material have been removed suitable backfill or fill material shall be provided , placed and compacted to elevate the site to the finish grade as shown on the grading plans . Pre-fill compaction shall be accomplished prior to this operation , as specified herein . 3) MATERIAL A) General Fill - All humus , peat ; spongy material , roots , stumps , muck , paving materials , and other objectionable materials shall be unsuitable for backfill . Suitable material for backfill shall consist of sandy-loam , ' clayey-sand , sand , gravel , soft shale , or crushed stone . The Engineer shall be the sole judge of what constitutes suitable and unsuitable material for backfill other than those materials listed above . B) Select Fill - Shall consist of uniform , clean , free draining sand , containing less than 3% fines passing a No . 200 sieve . Laboratory test results of this fill shall be submitted to the Engineer for his approval . C) Filter Material - Shall consist of a washed sand containing less than 1 % fines passing a No . 200 sieve and must have a uniformity coefficient of 1 . 5 or greater but not more than 4 . 0 . Effective grain size shall be been 0 . 20 and 0 . 55 millimeters diameter. 4 ) BORROW A) If there . is not sufficient excavated material of a suitable quality to complete the work , the Contractor shall provide and deliver the necessary suitable additional material to the job site . 5) UNSUITABLE MATERIAL REPLACEMENT A) Fill material shall be placed and spread evenly in layers not to exceed eight inches before compaction . All fill material shall be free from vegetable matter, wood , and other deleterious substances , and shall not contain rocks or clods having a diameter of more than three inches . B) If soil cement paving is proposed , local yellow sand or hard pan shall not be used for the subgrade nor in the base . 6) PRE -FILL COMPACTION A) Should the pre-fill surface elevation be below that required for the base of proposed building foundations or paving subgrade , the areas within road rights-of-way , under parking areas , and the areas under and within five feet of proposed buildings shall be precompacted . This precompaction shall be performed equally on existing ground and on surfaces which have been excavated to remove unsuitable material . The top one foot of said areas shall be compacted to a minimum density of 95 % of maximum as determined by AASHTO T- 180 . The maximum spacing between density tests shall be 150 feet. 7 ) COMPACTION A) Backfill material shall be compacted to 95 % of maximum density per AASHTO T- 180 . Equipment suitable and adequate for uniform compaction to the specified density shall be used for backfill SW-3- 1 GRASSING BY SEEDING & MULCHING 1 ) SCOPE A) The Contractor shall furnish all materials , labor, equipment and supervision required to prepare the soil , fine grade the area and establish a healthy stand of grass by applying seed , fertilizer and mulch by the method in the areas so designated on the Drawings , in areas disturbed by construction under this Contract and/or otherwise specified herein . 2 ) GENERAL A) GENERAL 1 ) As early in the contract as practical the Contractor shall prepare the areas to be grassed and plant them so as to allow time for establishment of a stand of grass prior to end of the Contract Period . Areas to be grassed shall be approved by the Engineer prior to planting . Seeding and mulching will not be permitted when wind velocities exceed 15 miles per hour. No seeding shall be done when the ground is unduly wet or in an untillable condition . i B) EQUIPMENT 1 ) Fertilizer Spreader - The device for spreading dolomitic limestone and fertilizer shall be capable of uniformly distributing the material at the specified rate . 2 ) Seed Spreader - The seed spreader shall be an approved mechanical hand spreader or other approved type of spreader. 3) Mulch Cutting Equipment - The mulching equipment shall be of a type capable of cutting the specified materials uniformly into the soil and to the required depth . 4) Rollers - A traffic roller or other suitable equipment will be required for rolling the grassed j areas . C ) METHODS 1 ) Area Preparation - The ground which into be seeded shall be prepared by thoroughly pulverizing the soil to a depth of 2 to 4 inches . The prepared soil shall be loose and free of large clods , roots and other objectionable material that will interfere with the grassing or maintenance operations . Prior to seeding & mulching , the ground shall have been fine graded to the plan section and reasonably smooth . 2 ) Application of Fertilizer - If there is reason to believe that the soil PH is lower than 5 . 5 , the Contractor shall have the soil tested . If it is below 5 . 0 , the Contractor shall apply sufficient dolomite limestone to bring the PH to between 5 . 0 and 6 . 0 . The fertilizer to be used shall have a chemical designation of 12-8-8 . At least 50 percent of the phosphoric acid shall be from normal supper phosphate having a minimum of two units of sulfur. The fertilizer and/or limestone shall be spread uniformly over the area to be grassed at the rate of 1 , 000 pounds per acre . Immediately after the fertilizer is spread , it shall be mixed with the soil to a depth of approximately four inches . 3) Seeding - While the soil is still loose and moist , the seed shall be scattered uniformly over the area . Unless otherwise directed , the grass seed shall be 20 part Bermuda and 80' parts j Argentine Bahia . The Bahia seed shall be scarified seed having a total germination of 85% . 10 to 20 parts of a quick-growing , noncompetitive grass seed such a millet or Italian rye shall j be included to provide early ground cover. The rate of spread for the permanent-type seed mixture shall be 100 pounds per acre . The rate of spread for the quick growing seed shall be 20 pounds per acre . 4) Mulching - Approximately two inches , loose thickness , of the mulch material shall be applied i uniformly over the seeded area , and the mulch material cut into the soil with the equipment i - SW-5- 1 specified so as to produce a loose mulched thickness of three to four inches . Care shall be exercised that the materials are not cut too deeply into the soil . 5 ) Rolling - Immediately after completion of the seeding and mulching , the entire area shall be rolled thoroughly with the equipment specified . At least two trips over the entire area will be required . 6) Watering - The seeded areas shall be watered so as to provide optimum growth conditions for the establishment of the grass . In no case , however, shall the period of maintaining such moisture be less than two weeks after the planting . D) MAINTENANCE 1 ) The Contractor shall maintain the grassed areas in a satisfactory manner until final acceptance of the Contract and until the seed has germinated and a stand of grass established . Maintenance shall include repairing any damaged or eroded areas and reseeding any areas which do not produce a satisfactory stand of grass . i i SW-5-2 SUBGRADE 1 ) DESCRIPTION A) The subgrade will be constructed such that after being compacted it will conform to the line , grade , and cross sections as shown on the Drawings . Shoulders shall be stabilized and compacted as specified herein for subgrades . 2) FLORIDA BEARING VALUES A) The subgrade shall have a minimum bearing value as shown on the plans . 3 ) CONSTRUCTION DETAILS A) The subgrade shall be shaped , graded , and rolled to conform to the lines and grades as shown on the Drawings . Fine grading of the subgrade to its final profile shall be accomplished after the existing ground has been excavated as close as possible to the design elevations . In fill areas , fine grading of the subgrade shall be accomplished after fill is spread and compacted in accordance with Section SW-3of these Specifications - " Backfill and Compaction ' . B) All drainage culverts and utility conduits which will be installed under the pavement shall be installed prior to the final shaping and compaction of the subgrade . 4) COMPACTION A) The top of the subgrade in both cuts and fills shall be compacted to . A minimum of 98 percent of the maximum dry density to the depth specified on the Plans . The required density shall be maintained until the base course has been constructed . The subgrade shall be compacted with an approved self propelled steel drum or pneumatic tired roller weighing not less than 8 tons . All hollows and depressions which develop under rolling shall be filled in with suitable material . The process of grading and rolling shall be repeated until no depressions develop . After compaction , the top surface of the fine grade shall be true to line and grade at all locations . If the fine grade becomes rutted or displaced due to any cause whatsoever, the Contractor shall regrade it and recompact it . Ditches , drains , and swales shall be maintained along the completed subgrade section after their construction . B ) In no case shall the Contractor proceed to construct the base course on the subgrade until the subgrade has been tested for Florida Bearing Values and compaction , line and grade is checked , and approval given by the Engineer, 5 ) STABILIZED SHOULDERS A) Stabilized shoulders shall be constructed on each side of the paved roadway section to the width , depth and slope as shown on the Plans and Typical Sections . The stabilized shoulder material shall have a minimum Florida Bearing Value of 50 pounds per square inch as determined by the Florida Bearing Value Test . In an area where the bearing value is less than 50 psi , stabilizing material approved by the Engineer shall be furnished by the Contractor, spread , and mixed thoroughly throughout the entire depth and width of the stabilizing limits . No specific density will be required and compaction shall be only to the extent directed by the Engineer. 6 ) COMPACTION TESTING A) In general , Florida Bearing Value tests on the subgrade shall be taken at approximately 300 lineal foot intervals . Exact locations will be designated by the Engineer. B) The maximum dry density of the subgrade material shall be determined by the Modified Proctor Test using the procedure as described by ASTM D1557 or AASHTO-T180 (Method A) . In general , there shall be one Modified Proctor Test per 300 lineal feet at a location which is representative of the type of subgrade material used on the project. Each material which is RP- 1 - 1 inherently different in composition from other subgrade material and which is used over a widespread area of the project , will necessitate an additional Modified Proctor Test. I t I RP- 1 -2 I SITE CLEANUP & RESTORATION 1 ) SCOPE A) The Contractor shall furnish all plant , labor, equipment , appliances and materials required or necessary to clean up the site after the construction is completed and to restore items disturbed or damaged due to his construction operation . 2 ) GENERAL A) During the progress of the project, the work and the adjacent areas affected thereby shall be kept in a neat and orderly condition . All rubbish , surplus materials , and unused construction equipment shall be removed . All damage shall be repaired so that the public and private property owners will be inconvenienced as little as possible . B) 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 . C) Before the completion of the project , the Contractor shall , unless otherwise especially directed or permitted in writing , tear down and remove all temporary buildings and structures which he builds ; remove all temporary Works , tools , and machinery or other construction equipment furnished by him ; remove , acceptably disinfect , and cover all organic matter and material containing organic matter in , under, and around privies , houses , and other buildings used by him ; remove all rubbish from any grounds which he has occupied ; and leave the roads , all parts of the premises and adjacent property affected by his operations , in a neat and satisfactory condition . D) It shall be the responsibility of the Contractor to repair, rebuild , or restore to its former conditions , any and all portions of existing utilities , structures , equipment, appurtenances , trees and shrubs , or facilities , other than those to be paid for under the specifications , which may be disturbed or damaged due to his construction operations . E) The Contractor shall thoroughly clean all materials and equipment installed by him and his subcontractors and on completion of the work shall deliver the facilities undamaged and in fresh and new-appearing condition . SW-6 - 1 specified so as to produce a loose mulched thickness of three to four inches . Care shall be exercised that the materials are not cut too deeply into the soil . 5 ) Rolling - Immediately after completion of the seeding and mulching , the entire area shall be rolled thoroughly with the equipment specified . At least two trips over the entire area will be required . 6) Watering - The seeded areas shall be watered so as to provide optimum growth conditions for the establishment of the grass . In no case , however, shall the period of maintaining such moisture be less than two weeks after the planting . D) MAINTENANCE 1 ) The Contractor shall maintain the grassed areas in a satisfactory manner until final acceptance of the Contract and until the seed has germinated and a stand of grass established . Maintenance shall include repairing any damaged or eroded areas and reseeding any areas which do not produce a satisfactory stand of grass . i i SW-5-2 operations subject to the approval of the Engineer. All compaction equipment shall be in good working order and any worn or defective equipment shall be immediately replaced or repaired . 8 ) SOIL STABILITY AND COMPACTION CONTROL A) The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory selected by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications , Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. B) Any proposed alternative test methods to those specified herein must be proved by the Engineer prior to testing . At the request of the Engineer, the contractor shall provide such documentation of a proposed alternative test method as the Engineer may require to evaluate the method for approval . C) In no case shall the Contractor proceed with construction on compacted material until the tests prove satisfactory and approval is given by the Engineer. D) In general , at least one test for maximum dry density/optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill . For material of uniform composition and textural class , a minimum of one test per 200 cu , yd . of material shall be performed at the point of use . Tests for in - place density ( percent compaction) shall be taken at locations designated by the Engineer. SW-3-2 GRASSING BY SODDING 1 ) 1 : SCOPE A) The Contractor shall furnish all materials , labor, equipment and supervision required to prepare the soil , fine grade the area and establish a healthy stand of grass by sodding of the areas so designated on the drawings and as specified herein . 2 ) GENERAL A) PREPARATION 1 ) The area to be sodded shall be clear of old sod and weeds . The area shall be fine graded and the surface loosened , by scarifying , if necessary . If the soil is dry it shall be moistened to provide an optimum growing condition . B) FERTILIZER 1 ) Fertilizer shall be uniformly spread over the area to be sodded at the rate of 400 to 500 pounds her acre . The fertilizer shall have a chemical designation of 12-8-8 . Soil which has a PH of 5 . 0 or lower shall , if directed by the Engineer, have an application of dolomite lime stone , but the amount of dolomite applied shall not raise the PH above 6 . 0 . C) SOD 1 ) The sod shall be - bahia unless otherwise noted or directed by the Engineer. The sod shall be of a tough texture with a good mat of roots . It shall be free of weeds and other objectionable grasses . Approximately three days prior to cutting the sod , it shall be closely mowed and raked to remove excess growth and debris . The sod shall be cut with sufficient thickness to retain the root system intact. There shall be a minimum of delay between the cutting of the sod and the laying so that it is live , fresh and uninjured when laid . D) LAYING 1 ) No sod shall be laid until the Engineer has approved the condition of the prepared area . The sod shall be placed with the edges in close contact . Where the sod is laid on a slope the pieces of sod shall be laid with staggered joints to minimize erosion along the joints and where the sod is laid in drainage swales and ditches the joints shall be staggered in the line of flow for the same reason . After the sod is laid it shall be brought into close contact with the soil by tamping , light rolling or other acceptable means . Where the sod may slide due to the steep slope it shall be pegged to firm soil with wood pegs . E ) WATERING 1 ) The sod shall be kept watered on an as need basis for the duration of. The contract period and in no case for less than two weeks . When the grass is watered it should be at the rate of one inch or 620 gallons per 1000 square feet per application . F) MAINTENANCE 1 ) The Contractor shall , at his expense , maintain the sodded area in a satisfactory condition until final acceptance of the project or until the end of the two weeks watering period , which ever is later (see Paragraph E above) . Such maintenance shall include the filling , leveling and repair any washed or eroded areas and the resodding of any areas which may have been damaged or are not growing satisfactorily. SW-4 - 1 SITE CLEANUP & RESTORATION 1 ) SCOPE A) The Contractor shall furnish all plant , labor, equipment , appliances and materials required or necessary to clean up the site after the construction is completed and to restore items disturbed or damaged due to his construction operation . 2 ) GENERAL A) During the progress of the project, the work and the adjacent areas affected thereby shall be kept in a neat and orderly condition . All rubbish , surplus materials , and unused construction equipment shall be removed . All damage shall be repaired so that the public and private property owners will be inconvenienced as little as possible . B) 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 . C) Before the completion of the project , the Contractor shall , unless otherwise especially directed or permitted in writing , tear down and remove all temporary buildings and structures which he builds ; remove all temporary Works , tools , and machinery or other construction equipment furnished by him ; remove , acceptably disinfect , and cover all organic matter and material containing organic matter in , under, and around privies , houses , and other buildings used by him ; remove all rubbish from any grounds which he has occupied ; and leave the roads , all parts of the premises and adjacent property affected by his operations , in a neat and satisfactory condition . D) It shall be the responsibility of the Contractor to repair, rebuild , or restore to its former conditions , any and all portions of existing utilities , structures , equipment, appurtenances , trees and shrubs , or facilities , other than those to be paid for under the specifications , which may be disturbed or damaged due to his construction operations . E) The Contractor shall thoroughly clean all materials and equipment installed by him and his subcontractors and on completion of the work shall deliver the facilities undamaged and in fresh and new-appearing condition . SW-6 - 1 SUBGRADE 1 ) DESCRIPTION A) The subgrade will be constructed such that after being compacted it will conform to the line , grade , and cross sections as shown on the Drawings . Shoulders shall be stabilized and compacted as specified herein for subgrades . 2) FLORIDA BEARING VALUES A) The subgrade shall have a minimum bearing value as shown on the plans . 3 ) CONSTRUCTION DETAILS A) The subgrade shall be shaped , graded , and rolled to conform to the lines and grades as shown on the Drawings . Fine grading of the subgrade to its final profile shall be accomplished after the existing ground has been excavated as close as possible to the design elevations . In fill areas , fine grading of the subgrade shall be accomplished after fill is spread and compacted in accordance with Section SW-3of these Specifications - " Backfill and Compaction ' . B) All drainage culverts and utility conduits which will be installed under the pavement shall be installed prior to the final shaping and compaction of the subgrade . 4) COMPACTION A) The top of the subgrade in both cuts and fills shall be compacted to . A minimum of 98 percent of the maximum dry density to the depth specified on the Plans . The required density shall be maintained until the base course has been constructed . The subgrade shall be compacted with an approved self propelled steel drum or pneumatic tired roller weighing not less than 8 tons . All hollows and depressions which develop under rolling shall be filled in with suitable material . The process of grading and rolling shall be repeated until no depressions develop . After compaction , the top surface of the fine grade shall be true to line and grade at all locations . If the fine grade becomes rutted or displaced due to any cause whatsoever, the Contractor shall regrade it and recompact it . Ditches , drains , and swales shall be maintained along the completed subgrade section after their construction . B ) In no case shall the Contractor proceed to construct the base course on the subgrade until the subgrade has been tested for Florida Bearing Values and compaction , line and grade is checked , and approval given by the Engineer, 5 ) STABILIZED SHOULDERS A) Stabilized shoulders shall be constructed on each side of the paved roadway section to the width , depth and slope as shown on the Plans and Typical Sections . The stabilized shoulder material shall have a minimum Florida Bearing Value of 50 pounds per square inch as determined by the Florida Bearing Value Test . In an area where the bearing value is less than 50 psi , stabilizing material approved by the Engineer shall be furnished by the Contractor, spread , and mixed thoroughly throughout the entire depth and width of the stabilizing limits . No specific density will be required and compaction shall be only to the extent directed by the Engineer. 6 ) COMPACTION TESTING A) In general , Florida Bearing Value tests on the subgrade shall be taken at approximately 300 lineal foot intervals . Exact locations will be designated by the Engineer. B) The maximum dry density of the subgrade material shall be determined by the Modified Proctor Test using the procedure as described by ASTM D1557 or AASHTO-T180 (Method A) . In general , there shall be one Modified Proctor Test per 300 lineal feet at a location which is representative of the type of subgrade material used on the project. Each material which is RP- 1 - 1 LIME ROCK BASE COURSE 1 ) DESCRIPTION A) Under this item , the Contractor shall construct a lime rock base course upon the completed stabilized subgrade . The base course shall be constructed in accordance with the lines and grades and typical section as shown on the drawings . 2) MATERIALS A) The Contractor may use lime rock for the base course from either the Ocala Formation or the Miami Oolite Formation at his option , provided it meets the Specifications contained herein and complies with Section 911 " Lime rock Material for Base and Stabilized Base" of the 1986 Edition of Florida D . O . T . ' s Standard Specifications for Road and Bridge Construction . Only one of the two grades of lime rock shall be used on the project . B) The material shall be crushed or broken up to such size , before being placed on the road , that not less than 97 percent will pass a 3 1 /2 inch sieve and it shall be graded uniformly down to dust . All fine material shall consist entirely of dust of fracture . 3 ) PLACEMENT OF MATERIAL A) After the subgrade is completed and approved , the Contractor shall furnish and spread the lime rock in a uniform distribution . Segregated areas of fine or course rock will not be permitted . Such areas shall . be removed and replaced with properly graded rock . B) After the spreading is completed , the entire surface shall be scarified and shaped so as to produce the required grade and cross section after compaction . 4) MOISTURE CONTENT A) When the lime rock does not have the proper moisture content to obtain the required density , wetting or drying will be required . When water is added , it shall be mixed in uniformly . Wetting or drying operations shall involve manipulation of the entire width and depth of the base course before compaction . 5 ) COMPACTION A) The required compaction of the lime rock base course shall be a minimum of 98 percent of the maximum dry density . B) No less than 8- 10 ton steel drum or pneumatic tired roller shall be used to compact the lime rock base course . All depressions shall be filled and the process of rolling and filling shall continue until a thoroughly compacted uniform surface is produced . During final compaction operations , if blading of any area is necessary to obtain the true grade and cross section , the compaction operations for such areas shall be completed prior to making the field density compaction test on the finished base . i C) Should the subgrade material become mixed with the base course material at any time , the Contractor shall remove the mixture , reshape and recompact the subgrade , replace the materials removed with additional lime rock, and reshape and recompact the lime rock base at no cost to the Owner. D) If cracks or checks appear in the base which would impair the structural integrity of the base in the opinion of the Engineer, the Contractor shall remove the cracks or checks by rescarifying , reshaping , refilling with lime rock where necessary , and recompacting at no cost to the Owner. E) The finished lime rock base shall be checked for thickness at intervals of not more than 300 feet. Areas which are less than 1 /2 inch deficient in thickness shall be corrected by scarifying and adding rock if the Engineer determines that the area is extensive or may adversely affect the I RP-2 - 1 ; quality of the finished work . The scarifying shall extend for 50 feet either side of the deficient area . 6 ) PRIME COAT A) The prime coat shall be a rapid curing liquid cut back asphalt equal or equivalent to RC40 or RC-250 at the Contractor' s option , and conforming to Sections 300 and 916 2 of the 1986 Edition of the Florida D . O . T . Standard Specifications for Road and Bridge Construction , B) The surface of the base material shall be cleaned after final compaction and the moisture content of the base shall not exceed 90 percent of the optimum moisture before the prime coat is applied . The prime coat shall be applied uniformly with a pressure distributor. The entire length of the spray bar shall be set at the height above the surface recommended by the Manufacturer for even distribution . The prime coat shall be applied to the finished base course at the rate of 0. 15 gallons per square yard at a temperature between 100 ° F . to 150 ° F . The prime coat shall be applied such that a period of no loner than two (2) hours lapse prior to application of the asphaltic concrete wearing course , unless the prune coat is covered with sand or screenings as outlined in Section 300-6 . 5 of the 1986 Edition of the Florida D . O . T . Specifications . 7 ) TESTING A) The maximum density and optimum moisture shall be determined in accordance with the Modified Proctor Test procedures of ASTM D1557 or AASHTO T180 ( Method D ) . The percentage compaction and in lace density shall be determined according to procedures of ASTM D2167 " Test for Density of Soil In Place by the Rubber Balloon Method " or the nuclear method ASTM D2922 . In general , one Modified Proctor Test per 300 lineal feet of roadwork shall be performed on a representative sample of base material from locations) designated by the Engineer . In place density testing shall be performed at the rate of one test per 300 lineal feet of roadwork or 5000 sq . ft . of parking area at comparable locations unless otherwise specified by the Engineer. RP-2-2 inherently different in composition from other subgrade material and which is used over a widespread area of the project , will necessitate an additional Modified Proctor Test. I t I RP- 1 -2 I SUBGRADE 1 ) DESCRIPTION A) The subgrade will be constructed such that after being compacted it will conform to the line , grade , and cross sections as shown on the Drawings . Shoulders shall be stabilized and compacted as specified herein for subgrades . 2) FLORIDA BEARING VALUES A) The subgrade shall have a minimum bearing value as shown on the plans . 3 ) CONSTRUCTION DETAILS A) The subgrade shall be shaped , graded , and rolled to conform to the lines and grades as shown on the Drawings . Fine grading of the subgrade to its final profile shall be accomplished after the existing ground has been excavated as close as possible to the design elevations . In fill areas , fine grading of the subgrade shall be accomplished after fill is spread and compacted in accordance with Section SW-3of these Specifications - " Backfill and Compaction ' . B) All drainage culverts and utility conduits which will be installed under the pavement shall be installed prior to the final shaping and compaction of the subgrade . 4) COMPACTION A) The top of the subgrade in both cuts and fills shall be compacted to . A minimum of 98 percent of the maximum dry density to the depth specified on the Plans . The required density shall be maintained until the base course has been constructed . The subgrade shall be compacted with an approved self propelled steel drum or pneumatic tired roller weighing not less than 8 tons . All hollows and depressions which develop under rolling shall be filled in with suitable material . The process of grading and rolling shall be repeated until no depressions develop . After compaction , the top surface of the fine grade shall be true to line and grade at all locations . If the fine grade becomes rutted or displaced due to any cause whatsoever, the Contractor shall regrade it and recompact it . Ditches , drains , and swales shall be maintained along the completed subgrade section after their construction . B ) In no case shall the Contractor proceed to construct the base course on the subgrade until the subgrade has been tested for Florida Bearing Values and compaction , line and grade is checked , and approval given by the Engineer, 5 ) STABILIZED SHOULDERS A) Stabilized shoulders shall be constructed on each side of the paved roadway section to the width , depth and slope as shown on the Plans and Typical Sections . The stabilized shoulder material shall have a minimum Florida Bearing Value of 50 pounds per square inch as determined by the Florida Bearing Value Test . In an area where the bearing value is less than 50 psi , stabilizing material approved by the Engineer shall be furnished by the Contractor, spread , and mixed thoroughly throughout the entire depth and width of the stabilizing limits . No specific density will be required and compaction shall be only to the extent directed by the Engineer. 6 ) COMPACTION TESTING A) In general , Florida Bearing Value tests on the subgrade shall be taken at approximately 300 lineal foot intervals . Exact locations will be designated by the Engineer. B) The maximum dry density of the subgrade material shall be determined by the Modified Proctor Test using the procedure as described by ASTM D1557 or AASHTO-T180 (Method A) . In general , there shall be one Modified Proctor Test per 300 lineal feet at a location which is representative of the type of subgrade material used on the project. Each material which is RP- 1 - 1 GRASSING BY SEEDING & MULCHING 1 ) SCOPE A) The Contractor shall furnish all materials , labor, equipment and supervision required to prepare the soil , fine grade the area and establish a healthy stand of grass by applying seed , fertilizer and mulch by the method in the areas so designated on the Drawings , in areas disturbed by construction under this Contract and/or otherwise specified herein . 2 ) GENERAL A) GENERAL 1 ) As early in the contract as practical the Contractor shall prepare the areas to be grassed and plant them so as to allow time for establishment of a stand of grass prior to end of the Contract Period . Areas to be grassed shall be approved by the Engineer prior to planting . Seeding and mulching will not be permitted when wind velocities exceed 15 miles per hour. No seeding shall be done when the ground is unduly wet or in an untillable condition . i B) EQUIPMENT 1 ) Fertilizer Spreader - The device for spreading dolomitic limestone and fertilizer shall be capable of uniformly distributing the material at the specified rate . 2 ) Seed Spreader - The seed spreader shall be an approved mechanical hand spreader or other approved type of spreader. 3) Mulch Cutting Equipment - The mulching equipment shall be of a type capable of cutting the specified materials uniformly into the soil and to the required depth . 4) Rollers - A traffic roller or other suitable equipment will be required for rolling the grassed j areas . C ) METHODS 1 ) Area Preparation - The ground which into be seeded shall be prepared by thoroughly pulverizing the soil to a depth of 2 to 4 inches . The prepared soil shall be loose and free of large clods , roots and other objectionable material that will interfere with the grassing or maintenance operations . Prior to seeding & mulching , the ground shall have been fine graded to the plan section and reasonably smooth . 2 ) Application of Fertilizer - If there is reason to believe that the soil PH is lower than 5 . 5 , the Contractor shall have the soil tested . If it is below 5 . 0 , the Contractor shall apply sufficient dolomite limestone to bring the PH to between 5 . 0 and 6 . 0 . The fertilizer to be used shall have a chemical designation of 12-8-8 . At least 50 percent of the phosphoric acid shall be from normal supper phosphate having a minimum of two units of sulfur. The fertilizer and/or limestone shall be spread uniformly over the area to be grassed at the rate of 1 , 000 pounds per acre . Immediately after the fertilizer is spread , it shall be mixed with the soil to a depth of approximately four inches . 3) Seeding - While the soil is still loose and moist , the seed shall be scattered uniformly over the area . Unless otherwise directed , the grass seed shall be 20 part Bermuda and 80' parts j Argentine Bahia . The Bahia seed shall be scarified seed having a total germination of 85% . 10 to 20 parts of a quick-growing , noncompetitive grass seed such a millet or Italian rye shall j be included to provide early ground cover. The rate of spread for the permanent-type seed mixture shall be 100 pounds per acre . The rate of spread for the quick growing seed shall be 20 pounds per acre . 4) Mulching - Approximately two inches , loose thickness , of the mulch material shall be applied i uniformly over the seeded area , and the mulch material cut into the soil with the equipment i - SW-5- 1 specified so as to produce a loose mulched thickness of three to four inches . Care shall be exercised that the materials are not cut too deeply into the soil . 5 ) Rolling - Immediately after completion of the seeding and mulching , the entire area shall be rolled thoroughly with the equipment specified . At least two trips over the entire area will be required . 6) Watering - The seeded areas shall be watered so as to provide optimum growth conditions for the establishment of the grass . In no case , however, shall the period of maintaining such moisture be less than two weeks after the planting . D) MAINTENANCE 1 ) The Contractor shall maintain the grassed areas in a satisfactory manner until final acceptance of the Contract and until the seed has germinated and a stand of grass established . Maintenance shall include repairing any damaged or eroded areas and reseeding any areas which do not produce a satisfactory stand of grass . i i SW-5-2 inherently different in composition from other subgrade material and which is used over a widespread area of the project , will necessitate an additional Modified Proctor Test. I t I RP- 1 -2 I LIME ROCK BASE COURSE 1 ) DESCRIPTION A) Under this item , the Contractor shall construct a lime rock base course upon the completed stabilized subgrade . The base course shall be constructed in accordance with the lines and grades and typical section as shown on the drawings . 2) MATERIALS A) The Contractor may use lime rock for the base course from either the Ocala Formation or the Miami Oolite Formation at his option , provided it meets the Specifications contained herein and complies with Section 911 " Lime rock Material for Base and Stabilized Base" of the 1986 Edition of Florida D . O . T . ' s Standard Specifications for Road and Bridge Construction . Only one of the two grades of lime rock shall be used on the project . B) The material shall be crushed or broken up to such size , before being placed on the road , that not less than 97 percent will pass a 3 1 /2 inch sieve and it shall be graded uniformly down to dust . All fine material shall consist entirely of dust of fracture . 3 ) PLACEMENT OF MATERIAL A) After the subgrade is completed and approved , the Contractor shall furnish and spread the lime rock in a uniform distribution . Segregated areas of fine or course rock will not be permitted . Such areas shall . be removed and replaced with properly graded rock . B) After the spreading is completed , the entire surface shall be scarified and shaped so as to produce the required grade and cross section after compaction . 4) MOISTURE CONTENT A) When the lime rock does not have the proper moisture content to obtain the required density , wetting or drying will be required . When water is added , it shall be mixed in uniformly . Wetting or drying operations shall involve manipulation of the entire width and depth of the base course before compaction . 5 ) COMPACTION A) The required compaction of the lime rock base course shall be a minimum of 98 percent of the maximum dry density . B) No less than 8- 10 ton steel drum or pneumatic tired roller shall be used to compact the lime rock base course . All depressions shall be filled and the process of rolling and filling shall continue until a thoroughly compacted uniform surface is produced . During final compaction operations , if blading of any area is necessary to obtain the true grade and cross section , the compaction operations for such areas shall be completed prior to making the field density compaction test on the finished base . i C) Should the subgrade material become mixed with the base course material at any time , the Contractor shall remove the mixture , reshape and recompact the subgrade , replace the materials removed with additional lime rock, and reshape and recompact the lime rock base at no cost to the Owner. D) If cracks or checks appear in the base which would impair the structural integrity of the base in the opinion of the Engineer, the Contractor shall remove the cracks or checks by rescarifying , reshaping , refilling with lime rock where necessary , and recompacting at no cost to the Owner. E) The finished lime rock base shall be checked for thickness at intervals of not more than 300 feet. Areas which are less than 1 /2 inch deficient in thickness shall be corrected by scarifying and adding rock if the Engineer determines that the area is extensive or may adversely affect the I RP-2 - 1 ; 1 ) DESCRIPTION CEMENTED COQUINA SHELL BASE COURSE A) Under this item , the Contractor shall furnish all equipment , labor, materials , and transportation necessary to construct a Coquina shell base course upon the competed stabilized subgrade . The base course shall be constructed in accordance with the lines , grades , and typical section as shown on the Drawings . Unless otherwise noted construction shall conform to the provisions of Florida D . O . T. Standard Specifications for Road and Bridge Construction , Section 250 , 1986 Edition . 2) MATERIALS A) Coquina shell shall conform to the requirements of Florida D . O . T . Standard Specifications , 1986 Edition , Section 915 , and shall be from a source accept able to Florida D . O . T . The material shall have a minimum LBR value of 100 . Prior to placement , the material shall be crushed or broken to such a size that no less than 97 percent by weight will pass a 3 1 /2 inch sieve and no more than 20 percent dry weight shall wash through a No . 200 sieve . No visible clay or organic matter will be permitted . 3 ) PLACEMENT OF MATERIAL A) After the subgrade is completed and approved , the Contractor shall furnish and spread the coquina shell in a uniform distribution . Spread thickness shall be a minimum of 9 inches . Segregated areas of fine or course rock will not be permitted . Such areas shall be removed and replaced with properly graded rock. B ) After the spreading is completed , the entire surface shall be scarified and shaped so as to produce the required grade and cross section after compaction . 4 ) COMPACTION A) The required compaction of the coquina shell base course shall be a minimum of 98 percent of the maximum dry density . B) No less than 8- 10 ton steel drum or pneumatic tired roller shall be used to compact the base course . All depressions shall be filled and the process of rolling and filling shall continue until a thoroughly compacted uniform surface is produced . During final compaction operations , if blading of any area is necessary to obtain the true grade and cross section , the compaction operations for such areas shall be completed prior to making the field density compaction test on the finished base . C ) Should the subgrade material become mixed with the base course material at any time , the Contractor shall remove the mixture , reshape and recompact the subgrade, replace the materials removed with additional coquina shell and reshape and recompact the coquina shell base at no cost to the Owner. D) If cracks or checks appear in the base which would impair the structural integrity of the base in the opinion of the Engineer, the Contractor shall remove the cracks or checks by rescarifying , reshaping , refilling with coquina shell where necessary , and recompacting at no cost to the Owner . E) The finished coquina shell base shall be checked for thickness at internals of not more than 300 feet . Any areas which are less than 5. 1 /2 inches in thickness shall be corrected by scarifying and adding rock. The scarifying shall extend for 50 feet either side of the deficient area . Areas which are less than 1 /2 inch deficient in thickness shall be corrected if the Engineer determines that the area is extensive or, may adversely affect the quality of the finished work. 5 ) PRIME COAT RP- 3- 1 A) The prime coat shall be a rapid curing liquid cut back asphalt equal or equivalent to RC-70 or RC-250 at the Contractor' s option , and conforming to Sections 300 and 916-2 of the 1986 Edition of the Florida D . O . T. Standard Specifications for Road and Bridge Construction , B) The surface of the base material shall be cleaned after final compaction and the moisture content of the base shall not exceed 90 percent of the optimum moisture before the prime coat is applied . The prime coat shall be applied uniformly with a pressure distributor. The entire length of the spray bar shall be set at the height above the surface recommended , by the Manufacturer for even distribution . The prime coat shall be applied to the finished base course at the rate of 0 . 15 gallons per square yard at a temperature between 100° F . to 150° F . The prime coat shall be applied such that a period of no longer than two (2) hours lapse prior to application of the asphaltic concrete wearing course , unless the prime coat is covered with sand or screenings as outlined in Section 300-6 . 5 of the 1986 Edition of the Florida D . O . T. Specifications . 6 ) TESTING A) The maximum density and optimum moisture shall be determined in accordance with the Modified Proctor Test procedures of ASTM- D1557 or AASHTO-TI80 ( Method. D) . The percentage compaction and in-place density shall be determined according to procedures of ASTM- D2167 "Test for Density of Soil In- Place by the Rubber Balloon . Method " or the nuclear method HJTM - D2922 . In general , one Modified Proctor Test per 300 lineal feet of roadwork shall be performed on a representative sample of base material from locations) designated by the Engineer. In-place density testing shall be performed at the rate of one test per 300 lineal feet of roadwork at comparable locations unless otherwise specified by the Engineer . 1 RP-3-2 quality of the finished work . The scarifying shall extend for 50 feet either side of the deficient area . 6 ) PRIME COAT A) The prime coat shall be a rapid curing liquid cut back asphalt equal or equivalent to RC40 or RC-250 at the Contractor' s option , and conforming to Sections 300 and 916 2 of the 1986 Edition of the Florida D . O . T . Standard Specifications for Road and Bridge Construction , B) The surface of the base material shall be cleaned after final compaction and the moisture content of the base shall not exceed 90 percent of the optimum moisture before the prime coat is applied . The prime coat shall be applied uniformly with a pressure distributor. The entire length of the spray bar shall be set at the height above the surface recommended by the Manufacturer for even distribution . The prime coat shall be applied to the finished base course at the rate of 0. 15 gallons per square yard at a temperature between 100 ° F . to 150 ° F . The prime coat shall be applied such that a period of no loner than two (2) hours lapse prior to application of the asphaltic concrete wearing course , unless the prune coat is covered with sand or screenings as outlined in Section 300-6 . 5 of the 1986 Edition of the Florida D . O . T . Specifications . 7 ) TESTING A) The maximum density and optimum moisture shall be determined in accordance with the Modified Proctor Test procedures of ASTM D1557 or AASHTO T180 ( Method D ) . The percentage compaction and in lace density shall be determined according to procedures of ASTM D2167 " Test for Density of Soil In Place by the Rubber Balloon Method " or the nuclear method ASTM D2922 . In general , one Modified Proctor Test per 300 lineal feet of roadwork shall be performed on a representative sample of base material from locations) designated by the Engineer . In place density testing shall be performed at the rate of one test per 300 lineal feet of roadwork or 5000 sq . ft . of parking area at comparable locations unless otherwise specified by the Engineer. RP-2-2 LIME ROCK BASE COURSE 1 ) DESCRIPTION A) Under this item , the Contractor shall construct a lime rock base course upon the completed stabilized subgrade . The base course shall be constructed in accordance with the lines and grades and typical section as shown on the drawings . 2) MATERIALS A) The Contractor may use lime rock for the base course from either the Ocala Formation or the Miami Oolite Formation at his option , provided it meets the Specifications contained herein and complies with Section 911 " Lime rock Material for Base and Stabilized Base" of the 1986 Edition of Florida D . O . T . ' s Standard Specifications for Road and Bridge Construction . Only one of the two grades of lime rock shall be used on the project . B) The material shall be crushed or broken up to such size , before being placed on the road , that not less than 97 percent will pass a 3 1 /2 inch sieve and it shall be graded uniformly down to dust . All fine material shall consist entirely of dust of fracture . 3 ) PLACEMENT OF MATERIAL A) After the subgrade is completed and approved , the Contractor shall furnish and spread the lime rock in a uniform distribution . Segregated areas of fine or course rock will not be permitted . Such areas shall . be removed and replaced with properly graded rock . B) After the spreading is completed , the entire surface shall be scarified and shaped so as to produce the required grade and cross section after compaction . 4) MOISTURE CONTENT A) When the lime rock does not have the proper moisture content to obtain the required density , wetting or drying will be required . When water is added , it shall be mixed in uniformly . Wetting or drying operations shall involve manipulation of the entire width and depth of the base course before compaction . 5 ) COMPACTION A) The required compaction of the lime rock base course shall be a minimum of 98 percent of the maximum dry density . B) No less than 8- 10 ton steel drum or pneumatic tired roller shall be used to compact the lime rock base course . All depressions shall be filled and the process of rolling and filling shall continue until a thoroughly compacted uniform surface is produced . During final compaction operations , if blading of any area is necessary to obtain the true grade and cross section , the compaction operations for such areas shall be completed prior to making the field density compaction test on the finished base . i C) Should the subgrade material become mixed with the base course material at any time , the Contractor shall remove the mixture , reshape and recompact the subgrade , replace the materials removed with additional lime rock, and reshape and recompact the lime rock base at no cost to the Owner. D) If cracks or checks appear in the base which would impair the structural integrity of the base in the opinion of the Engineer, the Contractor shall remove the cracks or checks by rescarifying , reshaping , refilling with lime rock where necessary , and recompacting at no cost to the Owner. E) The finished lime rock base shall be checked for thickness at intervals of not more than 300 feet. Areas which are less than 1 /2 inch deficient in thickness shall be corrected by scarifying and adding rock if the Engineer determines that the area is extensive or may adversely affect the I RP-2 - 1 ; SITE CLEANUP & RESTORATION 1 ) SCOPE A) The Contractor shall furnish all plant , labor, equipment , appliances and materials required or necessary to clean up the site after the construction is completed and to restore items disturbed or damaged due to his construction operation . 2 ) GENERAL A) During the progress of the project, the work and the adjacent areas affected thereby shall be kept in a neat and orderly condition . All rubbish , surplus materials , and unused construction equipment shall be removed . All damage shall be repaired so that the public and private property owners will be inconvenienced as little as possible . B) 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 . C) Before the completion of the project , the Contractor shall , unless otherwise especially directed or permitted in writing , tear down and remove all temporary buildings and structures which he builds ; remove all temporary Works , tools , and machinery or other construction equipment furnished by him ; remove , acceptably disinfect , and cover all organic matter and material containing organic matter in , under, and around privies , houses , and other buildings used by him ; remove all rubbish from any grounds which he has occupied ; and leave the roads , all parts of the premises and adjacent property affected by his operations , in a neat and satisfactory condition . D) It shall be the responsibility of the Contractor to repair, rebuild , or restore to its former conditions , any and all portions of existing utilities , structures , equipment, appurtenances , trees and shrubs , or facilities , other than those to be paid for under the specifications , which may be disturbed or damaged due to his construction operations . E) The Contractor shall thoroughly clean all materials and equipment installed by him and his subcontractors and on completion of the work shall deliver the facilities undamaged and in fresh and new-appearing condition . SW-6 - 1 SUBGRADE 1 ) DESCRIPTION A) The subgrade will be constructed such that after being compacted it will conform to the line , grade , and cross sections as shown on the Drawings . Shoulders shall be stabilized and compacted as specified herein for subgrades . 2) FLORIDA BEARING VALUES A) The subgrade shall have a minimum bearing value as shown on the plans . 3 ) CONSTRUCTION DETAILS A) The subgrade shall be shaped , graded , and rolled to conform to the lines and grades as shown on the Drawings . Fine grading of the subgrade to its final profile shall be accomplished after the existing ground has been excavated as close as possible to the design elevations . In fill areas , fine grading of the subgrade shall be accomplished after fill is spread and compacted in accordance with Section SW-3of these Specifications - " Backfill and Compaction ' . B) All drainage culverts and utility conduits which will be installed under the pavement shall be installed prior to the final shaping and compaction of the subgrade . 4) COMPACTION A) The top of the subgrade in both cuts and fills shall be compacted to . A minimum of 98 percent of the maximum dry density to the depth specified on the Plans . The required density shall be maintained until the base course has been constructed . The subgrade shall be compacted with an approved self propelled steel drum or pneumatic tired roller weighing not less than 8 tons . All hollows and depressions which develop under rolling shall be filled in with suitable material . The process of grading and rolling shall be repeated until no depressions develop . After compaction , the top surface of the fine grade shall be true to line and grade at all locations . If the fine grade becomes rutted or displaced due to any cause whatsoever, the Contractor shall regrade it and recompact it . Ditches , drains , and swales shall be maintained along the completed subgrade section after their construction . B ) In no case shall the Contractor proceed to construct the base course on the subgrade until the subgrade has been tested for Florida Bearing Values and compaction , line and grade is checked , and approval given by the Engineer, 5 ) STABILIZED SHOULDERS A) Stabilized shoulders shall be constructed on each side of the paved roadway section to the width , depth and slope as shown on the Plans and Typical Sections . The stabilized shoulder material shall have a minimum Florida Bearing Value of 50 pounds per square inch as determined by the Florida Bearing Value Test . In an area where the bearing value is less than 50 psi , stabilizing material approved by the Engineer shall be furnished by the Contractor, spread , and mixed thoroughly throughout the entire depth and width of the stabilizing limits . No specific density will be required and compaction shall be only to the extent directed by the Engineer. 6 ) COMPACTION TESTING A) In general , Florida Bearing Value tests on the subgrade shall be taken at approximately 300 lineal foot intervals . Exact locations will be designated by the Engineer. B) The maximum dry density of the subgrade material shall be determined by the Modified Proctor Test using the procedure as described by ASTM D1557 or AASHTO-T180 (Method A) . In general , there shall be one Modified Proctor Test per 300 lineal feet at a location which is representative of the type of subgrade material used on the project. Each material which is RP- 1 - 1 quality of the finished work . The scarifying shall extend for 50 feet either side of the deficient area . 6 ) PRIME COAT A) The prime coat shall be a rapid curing liquid cut back asphalt equal or equivalent to RC40 or RC-250 at the Contractor' s option , and conforming to Sections 300 and 916 2 of the 1986 Edition of the Florida D . O . T . Standard Specifications for Road and Bridge Construction , B) The surface of the base material shall be cleaned after final compaction and the moisture content of the base shall not exceed 90 percent of the optimum moisture before the prime coat is applied . The prime coat shall be applied uniformly with a pressure distributor. The entire length of the spray bar shall be set at the height above the surface recommended by the Manufacturer for even distribution . The prime coat shall be applied to the finished base course at the rate of 0. 15 gallons per square yard at a temperature between 100 ° F . to 150 ° F . The prime coat shall be applied such that a period of no loner than two (2) hours lapse prior to application of the asphaltic concrete wearing course , unless the prune coat is covered with sand or screenings as outlined in Section 300-6 . 5 of the 1986 Edition of the Florida D . O . T . Specifications . 7 ) TESTING A) The maximum density and optimum moisture shall be determined in accordance with the Modified Proctor Test procedures of ASTM D1557 or AASHTO T180 ( Method D ) . The percentage compaction and in lace density shall be determined according to procedures of ASTM D2167 " Test for Density of Soil In Place by the Rubber Balloon Method " or the nuclear method ASTM D2922 . In general , one Modified Proctor Test per 300 lineal feet of roadwork shall be performed on a representative sample of base material from locations) designated by the Engineer . In place density testing shall be performed at the rate of one test per 300 lineal feet of roadwork or 5000 sq . ft . of parking area at comparable locations unless otherwise specified by the Engineer. RP-2-2 1 ) DESCRIPTION CEMENTED COQUINA SHELL BASE COURSE A) Under this item , the Contractor shall furnish all equipment , labor, materials , and transportation necessary to construct a Coquina shell base course upon the competed stabilized subgrade . The base course shall be constructed in accordance with the lines , grades , and typical section as shown on the Drawings . Unless otherwise noted construction shall conform to the provisions of Florida D . O . T. Standard Specifications for Road and Bridge Construction , Section 250 , 1986 Edition . 2) MATERIALS A) Coquina shell shall conform to the requirements of Florida D . O . T . Standard Specifications , 1986 Edition , Section 915 , and shall be from a source accept able to Florida D . O . T . The material shall have a minimum LBR value of 100 . Prior to placement , the material shall be crushed or broken to such a size that no less than 97 percent by weight will pass a 3 1 /2 inch sieve and no more than 20 percent dry weight shall wash through a No . 200 sieve . No visible clay or organic matter will be permitted . 3 ) PLACEMENT OF MATERIAL A) After the subgrade is completed and approved , the Contractor shall furnish and spread the coquina shell in a uniform distribution . Spread thickness shall be a minimum of 9 inches . Segregated areas of fine or course rock will not be permitted . Such areas shall be removed and replaced with properly graded rock. B ) After the spreading is completed , the entire surface shall be scarified and shaped so as to produce the required grade and cross section after compaction . 4 ) COMPACTION A) The required compaction of the coquina shell base course shall be a minimum of 98 percent of the maximum dry density . B) No less than 8- 10 ton steel drum or pneumatic tired roller shall be used to compact the base course . All depressions shall be filled and the process of rolling and filling shall continue until a thoroughly compacted uniform surface is produced . During final compaction operations , if blading of any area is necessary to obtain the true grade and cross section , the compaction operations for such areas shall be completed prior to making the field density compaction test on the finished base . C ) Should the subgrade material become mixed with the base course material at any time , the Contractor shall remove the mixture , reshape and recompact the subgrade, replace the materials removed with additional coquina shell and reshape and recompact the coquina shell base at no cost to the Owner. D) If cracks or checks appear in the base which would impair the structural integrity of the base in the opinion of the Engineer, the Contractor shall remove the cracks or checks by rescarifying , reshaping , refilling with coquina shell where necessary , and recompacting at no cost to the Owner . E) The finished coquina shell base shall be checked for thickness at internals of not more than 300 feet . Any areas which are less than 5. 1 /2 inches in thickness shall be corrected by scarifying and adding rock. The scarifying shall extend for 50 feet either side of the deficient area . Areas which are less than 1 /2 inch deficient in thickness shall be corrected if the Engineer determines that the area is extensive or, may adversely affect the quality of the finished work. 5 ) PRIME COAT RP- 3- 1 I ASPHALT PAVEMENT 1 ) DESCRIPTION , A) Under this item , the Contractor shall construct an asphalt concrete wearing surface for pavement upon a previously prepared base course conforming to the lines , grades , and typical section shown on the drawings . 2) LIMITATIONS OF LAYING OPERATION A) Bituminous materials shall be applied only when the temperature of the air in the shade is above fifty degrees Fahrenheit (50 ° F . ) . Any bituminous mixture caught in transit by a sudden rain may be laid at the Contractor's risk . However, no work shall be started if local conditions indicate that rain is imminent , and under no circumstances shall the mixture be laid while rain is falling , or when there is water on the base . When wind is blowing to such an extent that sand , dust, etc , are being deposited on the surface being paved to the extent that the bond between layers will be diminished , the bituminous materials shall not be spread on the surface . B ) The Contractor shall supply thermometers as required by the Engineer for determining the temperature all bituminous materials as they are applied . Laying of bituminous materials will not be permitted unless the material has obtained the proper temperature and temperature determination at the job site has been made . 3) TACK COAT A) Where a tack coat is required (as determined by the Engineer) prior to application of the asphaltic concrete wearing , surface or against an existing asphalt surface , an Emulsified Asphalt , Grade RS 2 shall be used . The tack coat shall be applied uniformly with a pressure distributor or by hand at the rate of 0 . 05 gallons per square yard and at a temperature between 100 ° F . and 150 F . The tack coat surface shall be kept free from traffic until the subsequent layer of asphaltic concrete has been laid . Excessive application of tack coat on the existing asphalt surfaces will be eliminated by the Contractor prior to paving the asphalt concrete . 4) ASPHALTIC CONCRETE WEARING SURFACE A) The wearing surface for the roadway shall be Florida D . O . T . asphaltic concrete conforming to the requirements of Section 331 of the 1986 Edition of the Florida D . O . T. Specifications . The surface for the roadway inside State Road 60 right-of-way shall match the exisitng pavement section of State Road 60 and also conform to the above mentioned F . D . O . T . specifications . The material shall be laid uniformly so that it will result in a compacted thickness as stated on the plans . The asphaltic concrete shall be laid down at a temperature of between 230° F and 310 ° F . The temperature of the asphalt concrete delivered to the job shall be constant and wide fluctuations of temperature during the day will not be permitted . Asphaltic concrete whose temperature - is less than 210 ° F when delivered to the job site may result m immediate rejection from application by the Engineer. All material rejected by the Engineer shall be replaced with specified material by the Contractor at no additional cost to the Owner. B) The asphaltic concrete shall be applied by an approved type of self propelled paver, such as a Barber Green , capable of making a continuous 10 ft. wide pull . The paver shall have a disbursing hopper, a compacting devise , and a screed capable of adjustment to produce the required paving cross section . The screed shall be equipped with heaters . C) Immediately after the asphaltic concrete is spread , any deviations from the typical section shall be remedied by placing additional material or by removing surplus material while the mixture is still hot . D) Rolling should begin as soon as possible after the asphaltic concrete has been spread as specified . Rolling of the longitudinal joint should be immediately behind the having operation . RP-4- 1 The initial pass with the roller should be made as soon as it is possible to roll the bituminous mixture without cracking the mat or having the mix adhere to the roller wheels . E) The rolling shall be done by a " Rolling Train " , consisting of a steel wheel seal roller, and a pneumatic tired traffic roller and a steel wheel finish roller. All of which shall be on the job when the asphalt laying commences and remain on the project until the paving work has been completed . F) Rolling of the longitudinal joint should be immediately behind the paving operation . The initial pass with the roller should be made as soon as it is possible to roll the bituminous mixture without cracking the mat or having the mix adhere to the roller wheels . To prevent adhesion of the mix to the roller, the wheels should be kept moist with only enough water to avoid picking up the material . G) Steel wheeled rollers shall be of the tandem type . For seal rolling, these rollers shall weigh between 5 and 12 tons and for final rolling , they shall weigh between 8 and 12 tons . H) Traffic rollers shall be of the self propelled pneumatic tired type , equipped with at least seven (7) smooth tread , low pressure tires , with the tire pressure maintained between 50 to 55 pounds . Traffic rollers shall weigh between 6 and 10 tons . Wobble wheeled rollers are prohibited from I rolling on this project . 1 ) The speed should not exceed 3 mph for steel wheeled rollers or 5 mph for pneumatic tired rollers . J ) Finish rolling should be done while the material is still workable enough for removal of roller marks , before the pavement temperature has dropped below 140 ° F . Abrupt turning of rollers on the paving mix which causes undue displacement shall not be permitted . Finish rolling should be accomplished by use of the steel wheel roller. K) Should any irregularities or defects remain in any course after compaction , they should be removed promptly and replaced with new material to provide a uniform texture surface conforming to line and grade . The finished surface shall be such that it will not vary more than one forth inch ( 1 /4") from the ten foot ( 10') straight edge applied both parallel and perpendicular to the center line of the pavement . The thickness of the pavement shall be no more than one forth inch ( 1 /4") greater or less than the specified thickness . Correction of deficiencies in pavement thickness will be in strict accordance with those procedures described in Section 330 14 . 2 of the Florida D . O . T . Specifications for Road and Bridge Construction , 1986 Edition . L) Areas which are inaccessible to a roller (such as adjacent to curbs , gutters ,, manholes , etc) shall be compacted by the use of hand tamps , small vibratory tampers , or other satisfactory means . M ) The edges of the wearing surface shall be straight , true , and clean in all cases , and must meet the approval of the Engineer. Should the edges of the wearing surface not meet the approval of i the Engineer, they shall be saw cut to a straight, true , clean line by the Contractor at his expense . i I I i i i i RP-4 -2 l i A) The prime coat shall be a rapid curing liquid cut back asphalt equal or equivalent to RC-70 or RC-250 at the Contractor' s option , and conforming to Sections 300 and 916-2 of the 1986 Edition of the Florida D . O . T. Standard Specifications for Road and Bridge Construction , B) The surface of the base material shall be cleaned after final compaction and the moisture content of the base shall not exceed 90 percent of the optimum moisture before the prime coat is applied . The prime coat shall be applied uniformly with a pressure distributor. The entire length of the spray bar shall be set at the height above the surface recommended , by the Manufacturer for even distribution . The prime coat shall be applied to the finished base course at the rate of 0 . 15 gallons per square yard at a temperature between 100° F . to 150° F . The prime coat shall be applied such that a period of no longer than two (2) hours lapse prior to application of the asphaltic concrete wearing course , unless the prime coat is covered with sand or screenings as outlined in Section 300-6 . 5 of the 1986 Edition of the Florida D . O . T. Specifications . 6 ) TESTING A) The maximum density and optimum moisture shall be determined in accordance with the Modified Proctor Test procedures of ASTM- D1557 or AASHTO-TI80 ( Method. D) . The percentage compaction and in-place density shall be determined according to procedures of ASTM- D2167 "Test for Density of Soil In- Place by the Rubber Balloon . Method " or the nuclear method HJTM - D2922 . In general , one Modified Proctor Test per 300 lineal feet of roadwork shall be performed on a representative sample of base material from locations) designated by the Engineer. In-place density testing shall be performed at the rate of one test per 300 lineal feet of roadwork at comparable locations unless otherwise specified by the Engineer . 1 RP-3-2 1 ) DESCRIPTION CEMENTED COQUINA SHELL BASE COURSE A) Under this item , the Contractor shall furnish all equipment , labor, materials , and transportation necessary to construct a Coquina shell base course upon the competed stabilized subgrade . The base course shall be constructed in accordance with the lines , grades , and typical section as shown on the Drawings . Unless otherwise noted construction shall conform to the provisions of Florida D . O . T. Standard Specifications for Road and Bridge Construction , Section 250 , 1986 Edition . 2) MATERIALS A) Coquina shell shall conform to the requirements of Florida D . O . T . Standard Specifications , 1986 Edition , Section 915 , and shall be from a source accept able to Florida D . O . T . The material shall have a minimum LBR value of 100 . Prior to placement , the material shall be crushed or broken to such a size that no less than 97 percent by weight will pass a 3 1 /2 inch sieve and no more than 20 percent dry weight shall wash through a No . 200 sieve . No visible clay or organic matter will be permitted . 3 ) PLACEMENT OF MATERIAL A) After the subgrade is completed and approved , the Contractor shall furnish and spread the coquina shell in a uniform distribution . Spread thickness shall be a minimum of 9 inches . Segregated areas of fine or course rock will not be permitted . Such areas shall be removed and replaced with properly graded rock. B ) After the spreading is completed , the entire surface shall be scarified and shaped so as to produce the required grade and cross section after compaction . 4 ) COMPACTION A) The required compaction of the coquina shell base course shall be a minimum of 98 percent of the maximum dry density . B) No less than 8- 10 ton steel drum or pneumatic tired roller shall be used to compact the base course . All depressions shall be filled and the process of rolling and filling shall continue until a thoroughly compacted uniform surface is produced . During final compaction operations , if blading of any area is necessary to obtain the true grade and cross section , the compaction operations for such areas shall be completed prior to making the field density compaction test on the finished base . C ) Should the subgrade material become mixed with the base course material at any time , the Contractor shall remove the mixture , reshape and recompact the subgrade, replace the materials removed with additional coquina shell and reshape and recompact the coquina shell base at no cost to the Owner. D) If cracks or checks appear in the base which would impair the structural integrity of the base in the opinion of the Engineer, the Contractor shall remove the cracks or checks by rescarifying , reshaping , refilling with coquina shell where necessary , and recompacting at no cost to the Owner . E) The finished coquina shell base shall be checked for thickness at internals of not more than 300 feet . Any areas which are less than 5. 1 /2 inches in thickness shall be corrected by scarifying and adding rock. The scarifying shall extend for 50 feet either side of the deficient area . Areas which are less than 1 /2 inch deficient in thickness shall be corrected if the Engineer determines that the area is extensive or, may adversely affect the quality of the finished work. 5 ) PRIME COAT RP- 3- 1 inherently different in composition from other subgrade material and which is used over a widespread area of the project , will necessitate an additional Modified Proctor Test. I t I RP- 1 -2 I LIME ROCK BASE COURSE 1 ) DESCRIPTION A) Under this item , the Contractor shall construct a lime rock base course upon the completed stabilized subgrade . The base course shall be constructed in accordance with the lines and grades and typical section as shown on the drawings . 2) MATERIALS A) The Contractor may use lime rock for the base course from either the Ocala Formation or the Miami Oolite Formation at his option , provided it meets the Specifications contained herein and complies with Section 911 " Lime rock Material for Base and Stabilized Base" of the 1986 Edition of Florida D . O . T . ' s Standard Specifications for Road and Bridge Construction . Only one of the two grades of lime rock shall be used on the project . B) The material shall be crushed or broken up to such size , before being placed on the road , that not less than 97 percent will pass a 3 1 /2 inch sieve and it shall be graded uniformly down to dust . All fine material shall consist entirely of dust of fracture . 3 ) PLACEMENT OF MATERIAL A) After the subgrade is completed and approved , the Contractor shall furnish and spread the lime rock in a uniform distribution . Segregated areas of fine or course rock will not be permitted . Such areas shall . be removed and replaced with properly graded rock . B) After the spreading is completed , the entire surface shall be scarified and shaped so as to produce the required grade and cross section after compaction . 4) MOISTURE CONTENT A) When the lime rock does not have the proper moisture content to obtain the required density , wetting or drying will be required . When water is added , it shall be mixed in uniformly . Wetting or drying operations shall involve manipulation of the entire width and depth of the base course before compaction . 5 ) COMPACTION A) The required compaction of the lime rock base course shall be a minimum of 98 percent of the maximum dry density . B) No less than 8- 10 ton steel drum or pneumatic tired roller shall be used to compact the lime rock base course . All depressions shall be filled and the process of rolling and filling shall continue until a thoroughly compacted uniform surface is produced . During final compaction operations , if blading of any area is necessary to obtain the true grade and cross section , the compaction operations for such areas shall be completed prior to making the field density compaction test on the finished base . i C) Should the subgrade material become mixed with the base course material at any time , the Contractor shall remove the mixture , reshape and recompact the subgrade , replace the materials removed with additional lime rock, and reshape and recompact the lime rock base at no cost to the Owner. D) If cracks or checks appear in the base which would impair the structural integrity of the base in the opinion of the Engineer, the Contractor shall remove the cracks or checks by rescarifying , reshaping , refilling with lime rock where necessary , and recompacting at no cost to the Owner. E) The finished lime rock base shall be checked for thickness at intervals of not more than 300 feet. Areas which are less than 1 /2 inch deficient in thickness shall be corrected by scarifying and adding rock if the Engineer determines that the area is extensive or may adversely affect the I RP-2 - 1 ; A) The prime coat shall be a rapid curing liquid cut back asphalt equal or equivalent to RC-70 or RC-250 at the Contractor' s option , and conforming to Sections 300 and 916-2 of the 1986 Edition of the Florida D . O . T. Standard Specifications for Road and Bridge Construction , B) The surface of the base material shall be cleaned after final compaction and the moisture content of the base shall not exceed 90 percent of the optimum moisture before the prime coat is applied . The prime coat shall be applied uniformly with a pressure distributor. The entire length of the spray bar shall be set at the height above the surface recommended , by the Manufacturer for even distribution . The prime coat shall be applied to the finished base course at the rate of 0 . 15 gallons per square yard at a temperature between 100° F . to 150° F . The prime coat shall be applied such that a period of no longer than two (2) hours lapse prior to application of the asphaltic concrete wearing course , unless the prime coat is covered with sand or screenings as outlined in Section 300-6 . 5 of the 1986 Edition of the Florida D . O . T. Specifications . 6 ) TESTING A) The maximum density and optimum moisture shall be determined in accordance with the Modified Proctor Test procedures of ASTM- D1557 or AASHTO-TI80 ( Method. D) . The percentage compaction and in-place density shall be determined according to procedures of ASTM- D2167 "Test for Density of Soil In- Place by the Rubber Balloon . Method " or the nuclear method HJTM - D2922 . In general , one Modified Proctor Test per 300 lineal feet of roadwork shall be performed on a representative sample of base material from locations) designated by the Engineer. In-place density testing shall be performed at the rate of one test per 300 lineal feet of roadwork at comparable locations unless otherwise specified by the Engineer . 1 RP-3-2 I ASPHALT PAVEMENT 1 ) DESCRIPTION , A) Under this item , the Contractor shall construct an asphalt concrete wearing surface for pavement upon a previously prepared base course conforming to the lines , grades , and typical section shown on the drawings . 2) LIMITATIONS OF LAYING OPERATION A) Bituminous materials shall be applied only when the temperature of the air in the shade is above fifty degrees Fahrenheit (50 ° F . ) . Any bituminous mixture caught in transit by a sudden rain may be laid at the Contractor's risk . However, no work shall be started if local conditions indicate that rain is imminent , and under no circumstances shall the mixture be laid while rain is falling , or when there is water on the base . When wind is blowing to such an extent that sand , dust, etc , are being deposited on the surface being paved to the extent that the bond between layers will be diminished , the bituminous materials shall not be spread on the surface . B ) The Contractor shall supply thermometers as required by the Engineer for determining the temperature all bituminous materials as they are applied . Laying of bituminous materials will not be permitted unless the material has obtained the proper temperature and temperature determination at the job site has been made . 3) TACK COAT A) Where a tack coat is required (as determined by the Engineer) prior to application of the asphaltic concrete wearing , surface or against an existing asphalt surface , an Emulsified Asphalt , Grade RS 2 shall be used . The tack coat shall be applied uniformly with a pressure distributor or by hand at the rate of 0 . 05 gallons per square yard and at a temperature between 100 ° F . and 150 F . The tack coat surface shall be kept free from traffic until the subsequent layer of asphaltic concrete has been laid . Excessive application of tack coat on the existing asphalt surfaces will be eliminated by the Contractor prior to paving the asphalt concrete . 4) ASPHALTIC CONCRETE WEARING SURFACE A) The wearing surface for the roadway shall be Florida D . O . T . asphaltic concrete conforming to the requirements of Section 331 of the 1986 Edition of the Florida D . O . T. Specifications . The surface for the roadway inside State Road 60 right-of-way shall match the exisitng pavement section of State Road 60 and also conform to the above mentioned F . D . O . T . specifications . The material shall be laid uniformly so that it will result in a compacted thickness as stated on the plans . The asphaltic concrete shall be laid down at a temperature of between 230° F and 310 ° F . The temperature of the asphalt concrete delivered to the job shall be constant and wide fluctuations of temperature during the day will not be permitted . Asphaltic concrete whose temperature - is less than 210 ° F when delivered to the job site may result m immediate rejection from application by the Engineer. All material rejected by the Engineer shall be replaced with specified material by the Contractor at no additional cost to the Owner. B) The asphaltic concrete shall be applied by an approved type of self propelled paver, such as a Barber Green , capable of making a continuous 10 ft. wide pull . The paver shall have a disbursing hopper, a compacting devise , and a screed capable of adjustment to produce the required paving cross section . The screed shall be equipped with heaters . C) Immediately after the asphaltic concrete is spread , any deviations from the typical section shall be remedied by placing additional material or by removing surplus material while the mixture is still hot . D) Rolling should begin as soon as possible after the asphaltic concrete has been spread as specified . Rolling of the longitudinal joint should be immediately behind the having operation . RP-4- 1 STREET SIGNS 1 ) DESCRIPTION A) Work under this heading consists of furnishing and installing street signs and traffic control signs , B) The signs shall conform to the requirements of the Federal Highway Administrations Manual of Uniform Traffic Control Devices as adopted by Indian River County . The location of the signs shall be subject to the approval of the Indian River County and Florida D O T where applicable . i RP-5- 1 ROADWAY PAINTING 1 ) DESCRIPTION' A) Work under this heading consists of painting traffic stripes and pavement markings. 2 ) INTERIOR ROADWAY AND PARKING LOT PAINTING A) GENERAL 1 ) Work under this heading consists of painting parking spaces , road centerline stripes , roadway edge stripes , stop bars , handicap parking identifications , and directional markings where indicated on the Plans . Unless otherwise noted on the Plans or herein , the centerline stripes shall be yellow and all other markings shall be white . B) WHITE TRAFFIC PAINT 1 ) White traffic paint shall conform to the requirements of Florida D . O . T. Traffic Paint Code T- 1 (white) as specified in the Florida D . O . T . Standard Specifications for Road and Bridge Constructions 1986 , Section 971 - 12 . 2 , formulated and manufactured from first grade materials and free from defects and imperfections that may adversely affect the finished product . C) YELLOW TRAFFIC PAINT 1 ) Yellow traffic paint shall conform to requirements of Florida D . O . T . Traffic Paint Code T- 2 (Yellow) as specified in the Florida D . O .T . Standard Specifications for Road and Bride Construction , 1986 , Section 971 - 12 . 3 . D) GLASS BEADS 1 ) The stripe along the edge of the roads shall have durable reflective glass spheres applied at the rate of six pounds per gallon of paint while the paint is still tacky enough for them to adhere at that rate . E) APPLICATION OF PAINT 1 ) The paint stripes , shall be a uniform 4 inches in width and be : applied at the wet film rate of 15 Mils , exclusive of the glass spheres . The road edge stripe shall be applied with the outside edge of the stripe at a uniform 4 - 6 inches from the edge of the finished pavement . Prior to applying the paint the location of parking spaces , centerline and edge stripe shall be adequately marked with chalk, tacks or other suitable means . The equipment used to apply the paint shall be capable of uniformly applying the paint at the specified thickness without thinning and with well defined edges . The surface must be dry when the paint is applied . 2) Paint spills , alignment errors , application defects , etc. shall be removed by sand blasting or any other means which will remove the paint without harming the pavement . 3) No paint shall be applied to the asphalt until . three weeks after the asphalt has been laid down . ip 3) TEMPORARY TRAFFIC STRIPPING AND MARKING A) When required by the Engineer or other agencies , temporary traffic striping and marking shall be applied as soon as practical after the asphalt has been laid . B) Until the temporary traffic striping and marking is applied , the Contractor shall maintain safety along the road improvements using warning signs , traffic cones , emergency lights and other equipment as necessary. RP-6- 1 - __ _ The initial pass with the roller should be made as soon as it is possible to roll the bituminous mixture without cracking the mat or having the mix adhere to the roller wheels . E) The rolling shall be done by a " Rolling Train " , consisting of a steel wheel seal roller, and a pneumatic tired traffic roller and a steel wheel finish roller. All of which shall be on the job when the asphalt laying commences and remain on the project until the paving work has been completed . F) Rolling of the longitudinal joint should be immediately behind the paving operation . The initial pass with the roller should be made as soon as it is possible to roll the bituminous mixture without cracking the mat or having the mix adhere to the roller wheels . To prevent adhesion of the mix to the roller, the wheels should be kept moist with only enough water to avoid picking up the material . G) Steel wheeled rollers shall be of the tandem type . For seal rolling, these rollers shall weigh between 5 and 12 tons and for final rolling , they shall weigh between 8 and 12 tons . H) Traffic rollers shall be of the self propelled pneumatic tired type , equipped with at least seven (7) smooth tread , low pressure tires , with the tire pressure maintained between 50 to 55 pounds . Traffic rollers shall weigh between 6 and 10 tons . Wobble wheeled rollers are prohibited from I rolling on this project . 1 ) The speed should not exceed 3 mph for steel wheeled rollers or 5 mph for pneumatic tired rollers . J ) Finish rolling should be done while the material is still workable enough for removal of roller marks , before the pavement temperature has dropped below 140 ° F . Abrupt turning of rollers on the paving mix which causes undue displacement shall not be permitted . Finish rolling should be accomplished by use of the steel wheel roller. K) Should any irregularities or defects remain in any course after compaction , they should be removed promptly and replaced with new material to provide a uniform texture surface conforming to line and grade . The finished surface shall be such that it will not vary more than one forth inch ( 1 /4") from the ten foot ( 10') straight edge applied both parallel and perpendicular to the center line of the pavement . The thickness of the pavement shall be no more than one forth inch ( 1 /4") greater or less than the specified thickness . Correction of deficiencies in pavement thickness will be in strict accordance with those procedures described in Section 330 14 . 2 of the Florida D . O . T . Specifications for Road and Bridge Construction , 1986 Edition . L) Areas which are inaccessible to a roller (such as adjacent to curbs , gutters ,, manholes , etc) shall be compacted by the use of hand tamps , small vibratory tampers , or other satisfactory means . M ) The edges of the wearing surface shall be straight , true , and clean in all cases , and must meet the approval of the Engineer. Should the edges of the wearing surface not meet the approval of i the Engineer, they shall be saw cut to a straight, true , clean line by the Contractor at his expense . i I I i i i i RP-4 -2 l i I ASPHALT PAVEMENT 1 ) DESCRIPTION , A) Under this item , the Contractor shall construct an asphalt concrete wearing surface for pavement upon a previously prepared base course conforming to the lines , grades , and typical section shown on the drawings . 2) LIMITATIONS OF LAYING OPERATION A) Bituminous materials shall be applied only when the temperature of the air in the shade is above fifty degrees Fahrenheit (50 ° F . ) . Any bituminous mixture caught in transit by a sudden rain may be laid at the Contractor's risk . However, no work shall be started if local conditions indicate that rain is imminent , and under no circumstances shall the mixture be laid while rain is falling , or when there is water on the base . When wind is blowing to such an extent that sand , dust, etc , are being deposited on the surface being paved to the extent that the bond between layers will be diminished , the bituminous materials shall not be spread on the surface . B ) The Contractor shall supply thermometers as required by the Engineer for determining the temperature all bituminous materials as they are applied . Laying of bituminous materials will not be permitted unless the material has obtained the proper temperature and temperature determination at the job site has been made . 3) TACK COAT A) Where a tack coat is required (as determined by the Engineer) prior to application of the asphaltic concrete wearing , surface or against an existing asphalt surface , an Emulsified Asphalt , Grade RS 2 shall be used . The tack coat shall be applied uniformly with a pressure distributor or by hand at the rate of 0 . 05 gallons per square yard and at a temperature between 100 ° F . and 150 F . The tack coat surface shall be kept free from traffic until the subsequent layer of asphaltic concrete has been laid . Excessive application of tack coat on the existing asphalt surfaces will be eliminated by the Contractor prior to paving the asphalt concrete . 4) ASPHALTIC CONCRETE WEARING SURFACE A) The wearing surface for the roadway shall be Florida D . O . T . asphaltic concrete conforming to the requirements of Section 331 of the 1986 Edition of the Florida D . O . T. Specifications . The surface for the roadway inside State Road 60 right-of-way shall match the exisitng pavement section of State Road 60 and also conform to the above mentioned F . D . O . T . specifications . The material shall be laid uniformly so that it will result in a compacted thickness as stated on the plans . The asphaltic concrete shall be laid down at a temperature of between 230° F and 310 ° F . The temperature of the asphalt concrete delivered to the job shall be constant and wide fluctuations of temperature during the day will not be permitted . Asphaltic concrete whose temperature - is less than 210 ° F when delivered to the job site may result m immediate rejection from application by the Engineer. All material rejected by the Engineer shall be replaced with specified material by the Contractor at no additional cost to the Owner. B) The asphaltic concrete shall be applied by an approved type of self propelled paver, such as a Barber Green , capable of making a continuous 10 ft. wide pull . The paver shall have a disbursing hopper, a compacting devise , and a screed capable of adjustment to produce the required paving cross section . The screed shall be equipped with heaters . C) Immediately after the asphaltic concrete is spread , any deviations from the typical section shall be remedied by placing additional material or by removing surplus material while the mixture is still hot . D) Rolling should begin as soon as possible after the asphaltic concrete has been spread as specified . Rolling of the longitudinal joint should be immediately behind the having operation . RP-4- 1 quality of the finished work . The scarifying shall extend for 50 feet either side of the deficient area . 6 ) PRIME COAT A) The prime coat shall be a rapid curing liquid cut back asphalt equal or equivalent to RC40 or RC-250 at the Contractor' s option , and conforming to Sections 300 and 916 2 of the 1986 Edition of the Florida D . O . T . Standard Specifications for Road and Bridge Construction , B) The surface of the base material shall be cleaned after final compaction and the moisture content of the base shall not exceed 90 percent of the optimum moisture before the prime coat is applied . The prime coat shall be applied uniformly with a pressure distributor. The entire length of the spray bar shall be set at the height above the surface recommended by the Manufacturer for even distribution . The prime coat shall be applied to the finished base course at the rate of 0. 15 gallons per square yard at a temperature between 100 ° F . to 150 ° F . The prime coat shall be applied such that a period of no loner than two (2) hours lapse prior to application of the asphaltic concrete wearing course , unless the prune coat is covered with sand or screenings as outlined in Section 300-6 . 5 of the 1986 Edition of the Florida D . O . T . Specifications . 7 ) TESTING A) The maximum density and optimum moisture shall be determined in accordance with the Modified Proctor Test procedures of ASTM D1557 or AASHTO T180 ( Method D ) . The percentage compaction and in lace density shall be determined according to procedures of ASTM D2167 " Test for Density of Soil In Place by the Rubber Balloon Method " or the nuclear method ASTM D2922 . In general , one Modified Proctor Test per 300 lineal feet of roadwork shall be performed on a representative sample of base material from locations) designated by the Engineer . In place density testing shall be performed at the rate of one test per 300 lineal feet of roadwork or 5000 sq . ft . of parking area at comparable locations unless otherwise specified by the Engineer. RP-2-2 1 ) DESCRIPTION CEMENTED COQUINA SHELL BASE COURSE A) Under this item , the Contractor shall furnish all equipment , labor, materials , and transportation necessary to construct a Coquina shell base course upon the competed stabilized subgrade . The base course shall be constructed in accordance with the lines , grades , and typical section as shown on the Drawings . Unless otherwise noted construction shall conform to the provisions of Florida D . O . T. Standard Specifications for Road and Bridge Construction , Section 250 , 1986 Edition . 2) MATERIALS A) Coquina shell shall conform to the requirements of Florida D . O . T . Standard Specifications , 1986 Edition , Section 915 , and shall be from a source accept able to Florida D . O . T . The material shall have a minimum LBR value of 100 . Prior to placement , the material shall be crushed or broken to such a size that no less than 97 percent by weight will pass a 3 1 /2 inch sieve and no more than 20 percent dry weight shall wash through a No . 200 sieve . No visible clay or organic matter will be permitted . 3 ) PLACEMENT OF MATERIAL A) After the subgrade is completed and approved , the Contractor shall furnish and spread the coquina shell in a uniform distribution . Spread thickness shall be a minimum of 9 inches . Segregated areas of fine or course rock will not be permitted . Such areas shall be removed and replaced with properly graded rock. B ) After the spreading is completed , the entire surface shall be scarified and shaped so as to produce the required grade and cross section after compaction . 4 ) COMPACTION A) The required compaction of the coquina shell base course shall be a minimum of 98 percent of the maximum dry density . B) No less than 8- 10 ton steel drum or pneumatic tired roller shall be used to compact the base course . All depressions shall be filled and the process of rolling and filling shall continue until a thoroughly compacted uniform surface is produced . During final compaction operations , if blading of any area is necessary to obtain the true grade and cross section , the compaction operations for such areas shall be completed prior to making the field density compaction test on the finished base . C ) Should the subgrade material become mixed with the base course material at any time , the Contractor shall remove the mixture , reshape and recompact the subgrade, replace the materials removed with additional coquina shell and reshape and recompact the coquina shell base at no cost to the Owner. D) If cracks or checks appear in the base which would impair the structural integrity of the base in the opinion of the Engineer, the Contractor shall remove the cracks or checks by rescarifying , reshaping , refilling with coquina shell where necessary , and recompacting at no cost to the Owner . E) The finished coquina shell base shall be checked for thickness at internals of not more than 300 feet . Any areas which are less than 5. 1 /2 inches in thickness shall be corrected by scarifying and adding rock. The scarifying shall extend for 50 feet either side of the deficient area . Areas which are less than 1 /2 inch deficient in thickness shall be corrected if the Engineer determines that the area is extensive or, may adversely affect the quality of the finished work. 5 ) PRIME COAT RP- 3- 1 The initial pass with the roller should be made as soon as it is possible to roll the bituminous mixture without cracking the mat or having the mix adhere to the roller wheels . E) The rolling shall be done by a " Rolling Train " , consisting of a steel wheel seal roller, and a pneumatic tired traffic roller and a steel wheel finish roller. All of which shall be on the job when the asphalt laying commences and remain on the project until the paving work has been completed . F) Rolling of the longitudinal joint should be immediately behind the paving operation . The initial pass with the roller should be made as soon as it is possible to roll the bituminous mixture without cracking the mat or having the mix adhere to the roller wheels . To prevent adhesion of the mix to the roller, the wheels should be kept moist with only enough water to avoid picking up the material . G) Steel wheeled rollers shall be of the tandem type . For seal rolling, these rollers shall weigh between 5 and 12 tons and for final rolling , they shall weigh between 8 and 12 tons . H) Traffic rollers shall be of the self propelled pneumatic tired type , equipped with at least seven (7) smooth tread , low pressure tires , with the tire pressure maintained between 50 to 55 pounds . Traffic rollers shall weigh between 6 and 10 tons . Wobble wheeled rollers are prohibited from I rolling on this project . 1 ) The speed should not exceed 3 mph for steel wheeled rollers or 5 mph for pneumatic tired rollers . J ) Finish rolling should be done while the material is still workable enough for removal of roller marks , before the pavement temperature has dropped below 140 ° F . Abrupt turning of rollers on the paving mix which causes undue displacement shall not be permitted . Finish rolling should be accomplished by use of the steel wheel roller. K) Should any irregularities or defects remain in any course after compaction , they should be removed promptly and replaced with new material to provide a uniform texture surface conforming to line and grade . The finished surface shall be such that it will not vary more than one forth inch ( 1 /4") from the ten foot ( 10') straight edge applied both parallel and perpendicular to the center line of the pavement . The thickness of the pavement shall be no more than one forth inch ( 1 /4") greater or less than the specified thickness . Correction of deficiencies in pavement thickness will be in strict accordance with those procedures described in Section 330 14 . 2 of the Florida D . O . T . Specifications for Road and Bridge Construction , 1986 Edition . L) Areas which are inaccessible to a roller (such as adjacent to curbs , gutters ,, manholes , etc) shall be compacted by the use of hand tamps , small vibratory tampers , or other satisfactory means . M ) The edges of the wearing surface shall be straight , true , and clean in all cases , and must meet the approval of the Engineer. Should the edges of the wearing surface not meet the approval of i the Engineer, they shall be saw cut to a straight, true , clean line by the Contractor at his expense . i I I i i i i RP-4 -2 l i STREET SIGNS 1 ) DESCRIPTION A) Work under this heading consists of furnishing and installing street signs and traffic control signs , B) The signs shall conform to the requirements of the Federal Highway Administrations Manual of Uniform Traffic Control Devices as adopted by Indian River County . The location of the signs shall be subject to the approval of the Indian River County and Florida D O T where applicable . i RP-5- 1 SWALE CONSTRUCTION 1 ) DESCRIPTION A) Fine grading of swales shall be accomplished after the existing ground has been excavated and compacted to within t 0 . 2 ft . of the design elevations . Fine grading of the swale areas will be done by a motor grader unless otherwise approved or directed by the Engineer. Hand dressing will not be required except where shown on the Drawings or in confined areas where equipment operation is restricted . B) The Contractor shall maintain and keep open and free from leaves , sticks , rubble , and other debris , all swales graded by him until final acceptance of the work. C) The finished grade shall be completed and shaped to a surface which varies no more than 0. 1 foot above or below the Plan elevations except that , adjacent to pavement, grates , or sidewalk , the swale shall be graded to match the edge of the pavement , grate or sidewalk . D) In areas where sodding is required , finished soil grade shall be set 0 . 2 foot below the plan elevation to compensate for sod thickness . E) Compaction to a specific density will not be required unless so directed by the Engineer. However, swales shall be compacted to a firm , even surface true to grade and cross section . All swales must be rolled . F) Fine grading of the swale areas shall preferably be done prior to paving the asphalt wearing course . If the Contractor chooses to fine grade the swale areas subsequent to paving , he must exercise extreme care when dressing areas adjacent to pavement areas to avoid damage to the pavement . No handling of swale material shall be permitted on the pavement surface . G ) After final dressing of the swales , the Contractor shall seed or sod them as required by the Plans in accordance with Section SW-4 or SW-5 of the Specifications . RP-7- 1 DRAINAGE PIPE 1 ) GENERAL A) The Contractor shall furnish and install drainage pipes of the size and type and at the invert elevations shown on the Drawings , 2 ) MATERIALS A) Corrugated Steel Pipe - Where shown on the Drawings as " CMP" , the drainage pipe and required coupling bands shall be corrugated galvanized steel and shall conform to the requirements of Section 943 of the FDOT Specifications . B) Corrugated Aluminum Pipe - Where shown on the Drawings as "CAP " , or "Alum . CMP" , the drainage pipe and required coupling bands shall be corrugated aluminum and shall conform to the requirements of Section 945 of the FDOT Specifications . C) Concrete Pipe - Where shown on the Drawings as RCP , the drainage pipes shall meet the requirements of ASTM C76-70 Class III ) and Sections 941 and 942 of the FDOT Specifications , unless otherwise noted . D) PVC PIPE - Where shown on the Drawings as PVC , the drainage pipe and fittings shall be Sch . 40 , Polyvinyl Chloride , and shall conform to the requirements of Section 948- 1 of the FDOT Specifications , unless otherwise noted . E) HIGH DENSITY POLYETHYLENE PIPE - Where shown on the Drawings as HDPE , the drainage pipe and fittings high density polyethylene , and shall conform to the requirements of Section 948- 1 of the FDOT Specifications , unless otherwise noted . F) Bituminous Pipe Coating - Where shown on the Drawings as Asphalt Coated , metal pike , "ACCMP" , the pi pa and fittings shall be bituminous coated inside and out m conformance with Section 943 of the FDOT Specifications . G ) Filter Cloth - Where required shall be Amoco Propex 4545 , or equal , approved by Engineer prior to ordering . H ) Mitered End Sections - Mitered end sections shall be constructed in accordance with the applicable D . O . T . Road Design Standard Index ( No . 272 , 273 or 274) called for on the Drawings . 1 ) Flared End Sections - Flared end sections shall be constructed in accordance with the applicable D . O . T . Road Design Standard Index ( No . 270) called for on the Drawings . i V D- 1 - 1 ROADWAY PAINTING 1 ) DESCRIPTION' A) Work under this heading consists of painting traffic stripes and pavement markings. 2 ) INTERIOR ROADWAY AND PARKING LOT PAINTING A) GENERAL 1 ) Work under this heading consists of painting parking spaces , road centerline stripes , roadway edge stripes , stop bars , handicap parking identifications , and directional markings where indicated on the Plans . Unless otherwise noted on the Plans or herein , the centerline stripes shall be yellow and all other markings shall be white . B) WHITE TRAFFIC PAINT 1 ) White traffic paint shall conform to the requirements of Florida D . O . T. Traffic Paint Code T- 1 (white) as specified in the Florida D . O . T . Standard Specifications for Road and Bridge Constructions 1986 , Section 971 - 12 . 2 , formulated and manufactured from first grade materials and free from defects and imperfections that may adversely affect the finished product . C) YELLOW TRAFFIC PAINT 1 ) Yellow traffic paint shall conform to requirements of Florida D . O . T . Traffic Paint Code T- 2 (Yellow) as specified in the Florida D . O .T . Standard Specifications for Road and Bride Construction , 1986 , Section 971 - 12 . 3 . D) GLASS BEADS 1 ) The stripe along the edge of the roads shall have durable reflective glass spheres applied at the rate of six pounds per gallon of paint while the paint is still tacky enough for them to adhere at that rate . E) APPLICATION OF PAINT 1 ) The paint stripes , shall be a uniform 4 inches in width and be : applied at the wet film rate of 15 Mils , exclusive of the glass spheres . The road edge stripe shall be applied with the outside edge of the stripe at a uniform 4 - 6 inches from the edge of the finished pavement . Prior to applying the paint the location of parking spaces , centerline and edge stripe shall be adequately marked with chalk, tacks or other suitable means . The equipment used to apply the paint shall be capable of uniformly applying the paint at the specified thickness without thinning and with well defined edges . The surface must be dry when the paint is applied . 2) Paint spills , alignment errors , application defects , etc. shall be removed by sand blasting or any other means which will remove the paint without harming the pavement . 3) No paint shall be applied to the asphalt until . three weeks after the asphalt has been laid down . ip 3) TEMPORARY TRAFFIC STRIPPING AND MARKING A) When required by the Engineer or other agencies , temporary traffic striping and marking shall be applied as soon as practical after the asphalt has been laid . B) Until the temporary traffic striping and marking is applied , the Contractor shall maintain safety along the road improvements using warning signs , traffic cones , emergency lights and other equipment as necessary. RP-6- 1 - __ _ STREET SIGNS 1 ) DESCRIPTION A) Work under this heading consists of furnishing and installing street signs and traffic control signs , B) The signs shall conform to the requirements of the Federal Highway Administrations Manual of Uniform Traffic Control Devices as adopted by Indian River County . The location of the signs shall be subject to the approval of the Indian River County and Florida D O T where applicable . i RP-5- 1 A) The prime coat shall be a rapid curing liquid cut back asphalt equal or equivalent to RC-70 or RC-250 at the Contractor' s option , and conforming to Sections 300 and 916-2 of the 1986 Edition of the Florida D . O . T. Standard Specifications for Road and Bridge Construction , B) The surface of the base material shall be cleaned after final compaction and the moisture content of the base shall not exceed 90 percent of the optimum moisture before the prime coat is applied . The prime coat shall be applied uniformly with a pressure distributor. The entire length of the spray bar shall be set at the height above the surface recommended , by the Manufacturer for even distribution . The prime coat shall be applied to the finished base course at the rate of 0 . 15 gallons per square yard at a temperature between 100° F . to 150° F . The prime coat shall be applied such that a period of no longer than two (2) hours lapse prior to application of the asphaltic concrete wearing course , unless the prime coat is covered with sand or screenings as outlined in Section 300-6 . 5 of the 1986 Edition of the Florida D . O . T. Specifications . 6 ) TESTING A) The maximum density and optimum moisture shall be determined in accordance with the Modified Proctor Test procedures of ASTM- D1557 or AASHTO-TI80 ( Method. D) . The percentage compaction and in-place density shall be determined according to procedures of ASTM- D2167 "Test for Density of Soil In- Place by the Rubber Balloon . Method " or the nuclear method HJTM - D2922 . In general , one Modified Proctor Test per 300 lineal feet of roadwork shall be performed on a representative sample of base material from locations) designated by the Engineer. In-place density testing shall be performed at the rate of one test per 300 lineal feet of roadwork at comparable locations unless otherwise specified by the Engineer . 1 RP-3-2 I ASPHALT PAVEMENT 1 ) DESCRIPTION , A) Under this item , the Contractor shall construct an asphalt concrete wearing surface for pavement upon a previously prepared base course conforming to the lines , grades , and typical section shown on the drawings . 2) LIMITATIONS OF LAYING OPERATION A) Bituminous materials shall be applied only when the temperature of the air in the shade is above fifty degrees Fahrenheit (50 ° F . ) . Any bituminous mixture caught in transit by a sudden rain may be laid at the Contractor's risk . However, no work shall be started if local conditions indicate that rain is imminent , and under no circumstances shall the mixture be laid while rain is falling , or when there is water on the base . When wind is blowing to such an extent that sand , dust, etc , are being deposited on the surface being paved to the extent that the bond between layers will be diminished , the bituminous materials shall not be spread on the surface . B ) The Contractor shall supply thermometers as required by the Engineer for determining the temperature all bituminous materials as they are applied . Laying of bituminous materials will not be permitted unless the material has obtained the proper temperature and temperature determination at the job site has been made . 3) TACK COAT A) Where a tack coat is required (as determined by the Engineer) prior to application of the asphaltic concrete wearing , surface or against an existing asphalt surface , an Emulsified Asphalt , Grade RS 2 shall be used . The tack coat shall be applied uniformly with a pressure distributor or by hand at the rate of 0 . 05 gallons per square yard and at a temperature between 100 ° F . and 150 F . The tack coat surface shall be kept free from traffic until the subsequent layer of asphaltic concrete has been laid . Excessive application of tack coat on the existing asphalt surfaces will be eliminated by the Contractor prior to paving the asphalt concrete . 4) ASPHALTIC CONCRETE WEARING SURFACE A) The wearing surface for the roadway shall be Florida D . O . T . asphaltic concrete conforming to the requirements of Section 331 of the 1986 Edition of the Florida D . O . T. Specifications . The surface for the roadway inside State Road 60 right-of-way shall match the exisitng pavement section of State Road 60 and also conform to the above mentioned F . D . O . T . specifications . The material shall be laid uniformly so that it will result in a compacted thickness as stated on the plans . The asphaltic concrete shall be laid down at a temperature of between 230° F and 310 ° F . The temperature of the asphalt concrete delivered to the job shall be constant and wide fluctuations of temperature during the day will not be permitted . Asphaltic concrete whose temperature - is less than 210 ° F when delivered to the job site may result m immediate rejection from application by the Engineer. All material rejected by the Engineer shall be replaced with specified material by the Contractor at no additional cost to the Owner. B) The asphaltic concrete shall be applied by an approved type of self propelled paver, such as a Barber Green , capable of making a continuous 10 ft. wide pull . The paver shall have a disbursing hopper, a compacting devise , and a screed capable of adjustment to produce the required paving cross section . The screed shall be equipped with heaters . C) Immediately after the asphaltic concrete is spread , any deviations from the typical section shall be remedied by placing additional material or by removing surplus material while the mixture is still hot . D) Rolling should begin as soon as possible after the asphaltic concrete has been spread as specified . Rolling of the longitudinal joint should be immediately behind the having operation . RP-4- 1 ROADWAY PAINTING 1 ) DESCRIPTION' A) Work under this heading consists of painting traffic stripes and pavement markings. 2 ) INTERIOR ROADWAY AND PARKING LOT PAINTING A) GENERAL 1 ) Work under this heading consists of painting parking spaces , road centerline stripes , roadway edge stripes , stop bars , handicap parking identifications , and directional markings where indicated on the Plans . Unless otherwise noted on the Plans or herein , the centerline stripes shall be yellow and all other markings shall be white . B) WHITE TRAFFIC PAINT 1 ) White traffic paint shall conform to the requirements of Florida D . O . T. Traffic Paint Code T- 1 (white) as specified in the Florida D . O . T . Standard Specifications for Road and Bridge Constructions 1986 , Section 971 - 12 . 2 , formulated and manufactured from first grade materials and free from defects and imperfections that may adversely affect the finished product . C) YELLOW TRAFFIC PAINT 1 ) Yellow traffic paint shall conform to requirements of Florida D . O . T . Traffic Paint Code T- 2 (Yellow) as specified in the Florida D . O .T . Standard Specifications for Road and Bride Construction , 1986 , Section 971 - 12 . 3 . D) GLASS BEADS 1 ) The stripe along the edge of the roads shall have durable reflective glass spheres applied at the rate of six pounds per gallon of paint while the paint is still tacky enough for them to adhere at that rate . E) APPLICATION OF PAINT 1 ) The paint stripes , shall be a uniform 4 inches in width and be : applied at the wet film rate of 15 Mils , exclusive of the glass spheres . The road edge stripe shall be applied with the outside edge of the stripe at a uniform 4 - 6 inches from the edge of the finished pavement . Prior to applying the paint the location of parking spaces , centerline and edge stripe shall be adequately marked with chalk, tacks or other suitable means . The equipment used to apply the paint shall be capable of uniformly applying the paint at the specified thickness without thinning and with well defined edges . The surface must be dry when the paint is applied . 2) Paint spills , alignment errors , application defects , etc. shall be removed by sand blasting or any other means which will remove the paint without harming the pavement . 3) No paint shall be applied to the asphalt until . three weeks after the asphalt has been laid down . ip 3) TEMPORARY TRAFFIC STRIPPING AND MARKING A) When required by the Engineer or other agencies , temporary traffic striping and marking shall be applied as soon as practical after the asphalt has been laid . B) Until the temporary traffic striping and marking is applied , the Contractor shall maintain safety along the road improvements using warning signs , traffic cones , emergency lights and other equipment as necessary. RP-6- 1 - __ _ SWALE CONSTRUCTION 1 ) DESCRIPTION A) Fine grading of swales shall be accomplished after the existing ground has been excavated and compacted to within t 0 . 2 ft . of the design elevations . Fine grading of the swale areas will be done by a motor grader unless otherwise approved or directed by the Engineer. Hand dressing will not be required except where shown on the Drawings or in confined areas where equipment operation is restricted . B) The Contractor shall maintain and keep open and free from leaves , sticks , rubble , and other debris , all swales graded by him until final acceptance of the work. C) The finished grade shall be completed and shaped to a surface which varies no more than 0. 1 foot above or below the Plan elevations except that , adjacent to pavement, grates , or sidewalk , the swale shall be graded to match the edge of the pavement , grate or sidewalk . D) In areas where sodding is required , finished soil grade shall be set 0 . 2 foot below the plan elevation to compensate for sod thickness . E) Compaction to a specific density will not be required unless so directed by the Engineer. However, swales shall be compacted to a firm , even surface true to grade and cross section . All swales must be rolled . F) Fine grading of the swale areas shall preferably be done prior to paving the asphalt wearing course . If the Contractor chooses to fine grade the swale areas subsequent to paving , he must exercise extreme care when dressing areas adjacent to pavement areas to avoid damage to the pavement . No handling of swale material shall be permitted on the pavement surface . G ) After final dressing of the swales , the Contractor shall seed or sod them as required by the Plans in accordance with Section SW-4 or SW-5 of the Specifications . RP-7- 1 DRAINAGE STRUCTURES 1 ) GENERAL A) Under this item , the Contractor shall build and/or install new catch basins , manholes , dropholes , drop inlets , junction boxes , leaching basins and the like of the types and at the locations shown on the Drawings . 2 ) MATERIALS A) The materials used in the construction of these structures shall comply with Section 345 " Portland Cement Concrete" (Type II ) , Section 415 " Reinforcing Steel' (Grade 40) , and Section 425-3 " Materials " of the FDOT Specifications . B ) Sand - cement riprap shall conform to Section 405 of the these Specifications . 3) CONSTRUCTION DETAILS , A) Construction of the structures shall conform to the details as shown on the Drawings and , unless otherwise specified , shall conform with Section 425 " Inlet , Manholes , and Junction Boxes" of the FDOT Specifications . Required minimum compaction shall be 95 percent of maximum density (AASHTO T180) and 100 percent of maximum density (AASHTO T- 180 in areas of paving or curbing . B) The Contractor shall submit shop drawings for review and approval on all precast structures prior to granting fabrication approval . 4) GRATES , FRAMES , AND COVERS A) Grate , frame and cover castings shall be of uniform quality and free from blowholes , porosity , hard spots , shrinkage , cracks or other injurious defects . They shall be smooth and well cleaned by shot blasting and , unless otherwise specified , shall be covered with a smooth coating of coal tar pitch varnish of a type which will be tough , tenacious , and resilient throughout the range of expected service temperatures . B) Material used in the manufacture of the castings shall conform to ASTM Specifications A-48 Class 30 Iron or to United States Government Specifications QQI -652 , (latest revision ) for gray iron castings . C ) All castings shall be manufactured true to pattern and with a close fit of component parts . Frames and covers in roadway and traffic areas shall be of non-rocking design or shall have machined bearing surfaces so that fitting parts will not rattle or rock under traffic . D) All grates , frames and covers located within road right-of-way or traffic areas shall be capable of withstanding the AASHTO H-20 vertical , dynamic wheel load . D-2- 1 INSTALLATION OF DRAINAGE PIPE AND STRUCTURES 1 ) SCOPE A) This section covers the handling of materials and the work required to install , construct and join; piping, fittings , and appurtenances for a complete drainage system as shown on the Drawings and specified herein . 2 ) GENERAL REQUIREMENTS A) All work shall be proved to be in first class condition and. constructed properly in accordance with the Drawings and Specifications . All defects and leaks disclosed by required testing shall be remedied . All tests shall be performed by the Contractor and observed by the Engineer . B) All pipe and structures shall be installed on dry , firm bedding. The free-water surface shall be lowered to at least 12 inches below the bedding surface prior to placing pipe or structures and shall be maintained at that depth throughout bedding , haunching , and initial backfilling of the work. During subsequent backfilling , the water level shall be kept sufficiently below the working surface to allow compaction of backfill to the required density , and until required density tests have been performed . C ) Temporary supports shall be installed for adequate protection and maintenance of all underground and surface structures , water lines , drains , and other obstructions encountered in the progress of the work . Any structures which may- have been disturbed shall be restored upon completion of the work . D) Blasting shall not be permitted except by written approval , of the Engineer. E) Trenching and subsequent backfilling within the general construction site shall be accomplished as expeditiously as possible in order to prevent trench decay and maintain a clear operational I area . F) Prior to any excavation or trenching outside the designated limits of the work site , the Contractor shall secure the necessary permits and/or authorization from the applicable Owner, or confirm that such has been previously obtained . The stipulations of said permit or authorization shall be completely followed and , prior to construction operations , notice shall be provided to the appropriate Owner and Engineer. G ) All work shall be installed in accordance with these specifications , the applicable sections of the FDOT specifications , manufacturers recommendations and the Drawings . 3 ) HANDLING MATERIALS A) Pipe , fittings , and accessories shall be loaded and unloaded by hand or skidding so as to avoid shock or damage . Under no circumstances shall such materials be dropped . Pipe handled on skidways shall not be skidded or rolled against pipe already on the ground . B) In distributing the material at the site of the work , each piece shall be unloaded opposite or near the place where it is to be laid in the trench . 4) ALIGNMENT, GRADE , AND COVER FOR BURIED PIPING SYSTEMS A) Pipe shall be laid and maintained to the required lines , depths , and grades . ` B) Wherever obstructions not indicated on the Drawings are encountered during the progress of the work and interfere to such an extent that an alteration in the . Drawings is required , the Engineer will order a deviation from the line and grade or arrange with the owners of the structures for the removal , relocation , or reconstruction of the obstructions . C) The maximum permissible deflection for pipe and fittings shall be as recommended by the manufacturer. D-3- 1 DRAINAGE PIPE 1 ) GENERAL A) The Contractor shall furnish and install drainage pipes of the size and type and at the invert elevations shown on the Drawings , 2 ) MATERIALS A) Corrugated Steel Pipe - Where shown on the Drawings as " CMP" , the drainage pipe and required coupling bands shall be corrugated galvanized steel and shall conform to the requirements of Section 943 of the FDOT Specifications . B) Corrugated Aluminum Pipe - Where shown on the Drawings as "CAP " , or "Alum . CMP" , the drainage pipe and required coupling bands shall be corrugated aluminum and shall conform to the requirements of Section 945 of the FDOT Specifications . C) Concrete Pipe - Where shown on the Drawings as RCP , the drainage pipes shall meet the requirements of ASTM C76-70 Class III ) and Sections 941 and 942 of the FDOT Specifications , unless otherwise noted . D) PVC PIPE - Where shown on the Drawings as PVC , the drainage pipe and fittings shall be Sch . 40 , Polyvinyl Chloride , and shall conform to the requirements of Section 948- 1 of the FDOT Specifications , unless otherwise noted . E) HIGH DENSITY POLYETHYLENE PIPE - Where shown on the Drawings as HDPE , the drainage pipe and fittings high density polyethylene , and shall conform to the requirements of Section 948- 1 of the FDOT Specifications , unless otherwise noted . F) Bituminous Pipe Coating - Where shown on the Drawings as Asphalt Coated , metal pike , "ACCMP" , the pi pa and fittings shall be bituminous coated inside and out m conformance with Section 943 of the FDOT Specifications . G ) Filter Cloth - Where required shall be Amoco Propex 4545 , or equal , approved by Engineer prior to ordering . H ) Mitered End Sections - Mitered end sections shall be constructed in accordance with the applicable D . O . T . Road Design Standard Index ( No . 272 , 273 or 274) called for on the Drawings . 1 ) Flared End Sections - Flared end sections shall be constructed in accordance with the applicable D . O . T . Road Design Standard Index ( No . 270) called for on the Drawings . i V D- 1 - 1 SWALE CONSTRUCTION 1 ) DESCRIPTION A) Fine grading of swales shall be accomplished after the existing ground has been excavated and compacted to within t 0 . 2 ft . of the design elevations . Fine grading of the swale areas will be done by a motor grader unless otherwise approved or directed by the Engineer. Hand dressing will not be required except where shown on the Drawings or in confined areas where equipment operation is restricted . B) The Contractor shall maintain and keep open and free from leaves , sticks , rubble , and other debris , all swales graded by him until final acceptance of the work. C) The finished grade shall be completed and shaped to a surface which varies no more than 0. 1 foot above or below the Plan elevations except that , adjacent to pavement, grates , or sidewalk , the swale shall be graded to match the edge of the pavement , grate or sidewalk . D) In areas where sodding is required , finished soil grade shall be set 0 . 2 foot below the plan elevation to compensate for sod thickness . E) Compaction to a specific density will not be required unless so directed by the Engineer. However, swales shall be compacted to a firm , even surface true to grade and cross section . All swales must be rolled . F) Fine grading of the swale areas shall preferably be done prior to paving the asphalt wearing course . If the Contractor chooses to fine grade the swale areas subsequent to paving , he must exercise extreme care when dressing areas adjacent to pavement areas to avoid damage to the pavement . No handling of swale material shall be permitted on the pavement surface . G ) After final dressing of the swales , the Contractor shall seed or sod them as required by the Plans in accordance with Section SW-4 or SW-5 of the Specifications . RP-7- 1 The initial pass with the roller should be made as soon as it is possible to roll the bituminous mixture without cracking the mat or having the mix adhere to the roller wheels . E) The rolling shall be done by a " Rolling Train " , consisting of a steel wheel seal roller, and a pneumatic tired traffic roller and a steel wheel finish roller. All of which shall be on the job when the asphalt laying commences and remain on the project until the paving work has been completed . F) Rolling of the longitudinal joint should be immediately behind the paving operation . The initial pass with the roller should be made as soon as it is possible to roll the bituminous mixture without cracking the mat or having the mix adhere to the roller wheels . To prevent adhesion of the mix to the roller, the wheels should be kept moist with only enough water to avoid picking up the material . G) Steel wheeled rollers shall be of the tandem type . For seal rolling, these rollers shall weigh between 5 and 12 tons and for final rolling , they shall weigh between 8 and 12 tons . H) Traffic rollers shall be of the self propelled pneumatic tired type , equipped with at least seven (7) smooth tread , low pressure tires , with the tire pressure maintained between 50 to 55 pounds . Traffic rollers shall weigh between 6 and 10 tons . Wobble wheeled rollers are prohibited from I rolling on this project . 1 ) The speed should not exceed 3 mph for steel wheeled rollers or 5 mph for pneumatic tired rollers . J ) Finish rolling should be done while the material is still workable enough for removal of roller marks , before the pavement temperature has dropped below 140 ° F . Abrupt turning of rollers on the paving mix which causes undue displacement shall not be permitted . Finish rolling should be accomplished by use of the steel wheel roller. K) Should any irregularities or defects remain in any course after compaction , they should be removed promptly and replaced with new material to provide a uniform texture surface conforming to line and grade . The finished surface shall be such that it will not vary more than one forth inch ( 1 /4") from the ten foot ( 10') straight edge applied both parallel and perpendicular to the center line of the pavement . The thickness of the pavement shall be no more than one forth inch ( 1 /4") greater or less than the specified thickness . Correction of deficiencies in pavement thickness will be in strict accordance with those procedures described in Section 330 14 . 2 of the Florida D . O . T . Specifications for Road and Bridge Construction , 1986 Edition . L) Areas which are inaccessible to a roller (such as adjacent to curbs , gutters ,, manholes , etc) shall be compacted by the use of hand tamps , small vibratory tampers , or other satisfactory means . M ) The edges of the wearing surface shall be straight , true , and clean in all cases , and must meet the approval of the Engineer. Should the edges of the wearing surface not meet the approval of i the Engineer, they shall be saw cut to a straight, true , clean line by the Contractor at his expense . i I I i i i i RP-4 -2 l i STREET SIGNS 1 ) DESCRIPTION A) Work under this heading consists of furnishing and installing street signs and traffic control signs , B) The signs shall conform to the requirements of the Federal Highway Administrations Manual of Uniform Traffic Control Devices as adopted by Indian River County . The location of the signs shall be subject to the approval of the Indian River County and Florida D O T where applicable . i RP-5- 1 DRAINAGE PIPE 1 ) GENERAL A) The Contractor shall furnish and install drainage pipes of the size and type and at the invert elevations shown on the Drawings , 2 ) MATERIALS A) Corrugated Steel Pipe - Where shown on the Drawings as " CMP" , the drainage pipe and required coupling bands shall be corrugated galvanized steel and shall conform to the requirements of Section 943 of the FDOT Specifications . B) Corrugated Aluminum Pipe - Where shown on the Drawings as "CAP " , or "Alum . CMP" , the drainage pipe and required coupling bands shall be corrugated aluminum and shall conform to the requirements of Section 945 of the FDOT Specifications . C) Concrete Pipe - Where shown on the Drawings as RCP , the drainage pipes shall meet the requirements of ASTM C76-70 Class III ) and Sections 941 and 942 of the FDOT Specifications , unless otherwise noted . D) PVC PIPE - Where shown on the Drawings as PVC , the drainage pipe and fittings shall be Sch . 40 , Polyvinyl Chloride , and shall conform to the requirements of Section 948- 1 of the FDOT Specifications , unless otherwise noted . E) HIGH DENSITY POLYETHYLENE PIPE - Where shown on the Drawings as HDPE , the drainage pipe and fittings high density polyethylene , and shall conform to the requirements of Section 948- 1 of the FDOT Specifications , unless otherwise noted . F) Bituminous Pipe Coating - Where shown on the Drawings as Asphalt Coated , metal pike , "ACCMP" , the pi pa and fittings shall be bituminous coated inside and out m conformance with Section 943 of the FDOT Specifications . G ) Filter Cloth - Where required shall be Amoco Propex 4545 , or equal , approved by Engineer prior to ordering . H ) Mitered End Sections - Mitered end sections shall be constructed in accordance with the applicable D . O . T . Road Design Standard Index ( No . 272 , 273 or 274) called for on the Drawings . 1 ) Flared End Sections - Flared end sections shall be constructed in accordance with the applicable D . O . T . Road Design Standard Index ( No . 270) called for on the Drawings . i V D- 1 - 1 DRAINAGE STRUCTURES 1 ) GENERAL A) Under this item , the Contractor shall build and/or install new catch basins , manholes , dropholes , drop inlets , junction boxes , leaching basins and the like of the types and at the locations shown on the Drawings . 2 ) MATERIALS A) The materials used in the construction of these structures shall comply with Section 345 " Portland Cement Concrete" (Type II ) , Section 415 " Reinforcing Steel' (Grade 40) , and Section 425-3 " Materials " of the FDOT Specifications . B ) Sand - cement riprap shall conform to Section 405 of the these Specifications . 3) CONSTRUCTION DETAILS , A) Construction of the structures shall conform to the details as shown on the Drawings and , unless otherwise specified , shall conform with Section 425 " Inlet , Manholes , and Junction Boxes" of the FDOT Specifications . Required minimum compaction shall be 95 percent of maximum density (AASHTO T180) and 100 percent of maximum density (AASHTO T- 180 in areas of paving or curbing . B) The Contractor shall submit shop drawings for review and approval on all precast structures prior to granting fabrication approval . 4) GRATES , FRAMES , AND COVERS A) Grate , frame and cover castings shall be of uniform quality and free from blowholes , porosity , hard spots , shrinkage , cracks or other injurious defects . They shall be smooth and well cleaned by shot blasting and , unless otherwise specified , shall be covered with a smooth coating of coal tar pitch varnish of a type which will be tough , tenacious , and resilient throughout the range of expected service temperatures . B) Material used in the manufacture of the castings shall conform to ASTM Specifications A-48 Class 30 Iron or to United States Government Specifications QQI -652 , (latest revision ) for gray iron castings . C ) All castings shall be manufactured true to pattern and with a close fit of component parts . Frames and covers in roadway and traffic areas shall be of non-rocking design or shall have machined bearing surfaces so that fitting parts will not rattle or rock under traffic . D) All grates , frames and covers located within road right-of-way or traffic areas shall be capable of withstanding the AASHTO H-20 vertical , dynamic wheel load . D-2- 1 D) Installation of drainage pipe less than 18" diameter in runs of 100 feet or greater, or as required by the Engineer, shall be controlled by use of a laser to maintain proper grade . The Contractor shall also be responsible for verifying elevations of the pipe , as indicated on the Drawings , at sufficient points during progress of the work to identify discrepancies between actual and plan elevations due to laser misalignment , equipment error, etc. , and to correct the work as required to conform to the Drawings . 5 ) PIPE TRENCH EXCAVATION A) TRENCH DIMENSIONS 1 ) The minimum width of the trench shall be equal to the outside diameter of the pipe at the joint plus 8 inches for unsheeted trenches ; or 12 inches for sheeted trench, and the maximum width of trench , measured at the top of the pipe , shall not exceed the nominal pipe diameter plus two feet , unless otherwise shown on the Drawing details or approved by the Engineer, Trench walls shall be vertical from the bottom of the trench to a line measured one foot above the top of the pipe. From one foot above the top of the pipe to the surface , the trench walls shall be as nearly vertical as soil conditions will permit, unless otherwise detailed on the Drawings . Spaces for joints , fittings , manholes and other structures shall be maintained unless otherwise approved by the Engineer, or alternate methods are detailed on the Drawings . Should the specified maximum width of trench be exceeded , the pipe shall be adequately reinforced as directed by the Engineer, at the Contractor' s expense . 2 ) Trench grade for pipe or structures not requiring special bedding material shall be defined as the grade of the bottom surface of the a utility or structure to be constructed or placed within the trench . Such shaping of the trench bottom , as may be required to provide suitable bedding , shall be considered to be a part of this work. Trench grade in non-cushioning material shall be defined as 6 inches below the outside of the bottom of the utility , which 6 inches shall be backfilled with suitable bedding material . Unauthorized excavation below trench grade shall be backfilled to trench grade and suitably compacted by the Contractor without additional cost to the Owner. Final trimming and grading of trench bottom shall be done manually . 6 ) BACKFILL AND BEDDING MATERIALS A) Type 1 - Type 1 material shall be either well graded crushed stone or crushed gravel meeting the requirements of ASTM Designation C33-71 a , Gradation 67 (3/4 inch to No . 4 Sieve) or air cooled blast furnace slag along or in combination with crushed stone and/or crushed gravel conforming to ASTM Designation C33-71 a requirements . This material shall be used primarily for pipeline and manhole foundations . B ) Type 2 - Type 2 material shall be unclassified material obtained from the Contractor' s excavations and approved by the Engineer. The material shall be substantially free from wood , roots , humus , peat , muck , and other organic materials , and shall not contain clods , stones , masonry rubble , and the like , greater than 6 inches through the largest dimension . In general , the material shall consist of sand , loam , sandy- loam , clayey-sand , gravel , or crushed stone . C ) Type 3 � Type 3 material shall be select granular material , free from organic matter, of such size and gradation that the desired compaction can be readily attained and shall meet the requirements for A3 material according to the Revised Bureau of Public Roads Classifications . Material from the Contractor's excavations may be used , if it meets the above requirements . Otherwise it must be imported . D-3-2 7) BEDDING AND FOUNDATIONS A) CLASS A (CONCRETE CRADLE OR CONCRETE ARCH BEDDING ) 1 ) This class of bedding shall be used only where specifically shown in the Drawings or directed by the Engineer. If the use of a concrete cradle is required the pipe shall be bedded in a monolithic cradle of a 1 , 500 PSI concrete with a minimum thickness equal to 1 /4 the outside pipe diameter or to a minimum of four inches under the barrel , whichever is greatest, and extending up to the sides of the pipe to a height equal to 1 /2 of the outside pipe diameter. The cradle shall have an overall width equal to 1 - 1 /4 of the outside diameter of the pipe or a minimum width equal to the outside diameter of the pipe plus eight inches , whichever is greater. 2) If a concrete arch is required , the pipe shall be embedded in carefully compacted Type 1 material having a minimum thickness equal to 1 /4 the outside pipe diameter or to a minimum of four inches under the barrel , which ever is greater, and extending up the sides for a height equal to 1 /2 of the outside pipe diameter. The top half of the pike shall be covered with a monolithic Class C concrete arch having a . minimum thickness equal to 1 /4 the outside diameter of the pipe or a minimum of four inches over the crown of the pipe , whichever is greater, and extending down the sides for a depth equal to 1 /2 of the outside pipe diameter. The arch shall have an over all width equal to 1 1 /4 of the outside diameter of the pipe or a minimum width equal to the outside diameter of the pipe plus eight inches , whichever is greater. B) CLASS B (FIRST-CLASS BEDDING ) 1 ) Where Class B Bedding is required , the trench shall be excavated below the planned bottom of the pipe to a depth equal to 1 /4 the nominal diameter of the pipe , or 6 inches , whichever is greater. The over excavated depth shall be backfilled using either Type 1 or Type 3 materials carefully compacted and shaped using hand tools so as to provide a uniform support for the lower portion of the pipe barrel . Shaping under the pipe bells shall be so that the bell does not support the pipe and joints can be made without bedding material interference . 2 ) At the option of the Contractor, Class B Bedding may be used in place of Class C (Ordinary Bedding ) provided that the exercise of this option shall create no additional expense to the Owner. The Contractor shall notify the Engineer in writing of those portions of the project on which he proposes to exercise this option . C) CLASS C (ORDINARY BEDDING ) 1 ) The bottom of the trench shall be hand shaped to provide a firm bedding for the utility pipe . The utility shall be firmly bedded in undisturbed firm soil . The bedding shall be shaped so that the pipe will be in continuous contact therewith for its full length and shall provide a minimum bottom segment for the pipe equal to 0 . 6 of the outside diameter of the barrel . Excavation under the bell shall be sufficient so that the bell does not support the pipe and the joint can be made without interference . D) UNSUITABLE BEDDING MATERIAL 1 ) Class C Bedding shall be used for all pipeline construction unless otherwise shown on the Drawings or unless unsuitable material is encountered at the bedding surface . In the event that the materials encountered at normal bottom of trench excavation are , in the judgment of the Engineer, unsuitable to act as foundation for the pipe , such material shall be excavated for the full width of the trench to the depth necessary to obtain a suitable foundation . The Engineer will notify the Contractor, in writing , of the necessity for and extent of the material to be removed and the Contractor shall remove such unsuitable material as soon as possible - D-3-3 INSTALLATION OF DRAINAGE PIPE AND STRUCTURES 1 ) SCOPE A) This section covers the handling of materials and the work required to install , construct and join; piping, fittings , and appurtenances for a complete drainage system as shown on the Drawings and specified herein . 2 ) GENERAL REQUIREMENTS A) All work shall be proved to be in first class condition and. constructed properly in accordance with the Drawings and Specifications . All defects and leaks disclosed by required testing shall be remedied . All tests shall be performed by the Contractor and observed by the Engineer . B) All pipe and structures shall be installed on dry , firm bedding. The free-water surface shall be lowered to at least 12 inches below the bedding surface prior to placing pipe or structures and shall be maintained at that depth throughout bedding , haunching , and initial backfilling of the work. During subsequent backfilling , the water level shall be kept sufficiently below the working surface to allow compaction of backfill to the required density , and until required density tests have been performed . C ) Temporary supports shall be installed for adequate protection and maintenance of all underground and surface structures , water lines , drains , and other obstructions encountered in the progress of the work . Any structures which may- have been disturbed shall be restored upon completion of the work . D) Blasting shall not be permitted except by written approval , of the Engineer. E) Trenching and subsequent backfilling within the general construction site shall be accomplished as expeditiously as possible in order to prevent trench decay and maintain a clear operational I area . F) Prior to any excavation or trenching outside the designated limits of the work site , the Contractor shall secure the necessary permits and/or authorization from the applicable Owner, or confirm that such has been previously obtained . The stipulations of said permit or authorization shall be completely followed and , prior to construction operations , notice shall be provided to the appropriate Owner and Engineer. G ) All work shall be installed in accordance with these specifications , the applicable sections of the FDOT specifications , manufacturers recommendations and the Drawings . 3 ) HANDLING MATERIALS A) Pipe , fittings , and accessories shall be loaded and unloaded by hand or skidding so as to avoid shock or damage . Under no circumstances shall such materials be dropped . Pipe handled on skidways shall not be skidded or rolled against pipe already on the ground . B) In distributing the material at the site of the work , each piece shall be unloaded opposite or near the place where it is to be laid in the trench . 4) ALIGNMENT, GRADE , AND COVER FOR BURIED PIPING SYSTEMS A) Pipe shall be laid and maintained to the required lines , depths , and grades . ` B) Wherever obstructions not indicated on the Drawings are encountered during the progress of the work and interfere to such an extent that an alteration in the . Drawings is required , the Engineer will order a deviation from the line and grade or arrange with the owners of the structures for the removal , relocation , or reconstruction of the obstructions . C) The maximum permissible deflection for pipe and fittings shall be as recommended by the manufacturer. D-3- 1 DRAINAGE STRUCTURES 1 ) GENERAL A) Under this item , the Contractor shall build and/or install new catch basins , manholes , dropholes , drop inlets , junction boxes , leaching basins and the like of the types and at the locations shown on the Drawings . 2 ) MATERIALS A) The materials used in the construction of these structures shall comply with Section 345 " Portland Cement Concrete" (Type II ) , Section 415 " Reinforcing Steel' (Grade 40) , and Section 425-3 " Materials " of the FDOT Specifications . B ) Sand - cement riprap shall conform to Section 405 of the these Specifications . 3) CONSTRUCTION DETAILS , A) Construction of the structures shall conform to the details as shown on the Drawings and , unless otherwise specified , shall conform with Section 425 " Inlet , Manholes , and Junction Boxes" of the FDOT Specifications . Required minimum compaction shall be 95 percent of maximum density (AASHTO T180) and 100 percent of maximum density (AASHTO T- 180 in areas of paving or curbing . B) The Contractor shall submit shop drawings for review and approval on all precast structures prior to granting fabrication approval . 4) GRATES , FRAMES , AND COVERS A) Grate , frame and cover castings shall be of uniform quality and free from blowholes , porosity , hard spots , shrinkage , cracks or other injurious defects . They shall be smooth and well cleaned by shot blasting and , unless otherwise specified , shall be covered with a smooth coating of coal tar pitch varnish of a type which will be tough , tenacious , and resilient throughout the range of expected service temperatures . B) Material used in the manufacture of the castings shall conform to ASTM Specifications A-48 Class 30 Iron or to United States Government Specifications QQI -652 , (latest revision ) for gray iron castings . C ) All castings shall be manufactured true to pattern and with a close fit of component parts . Frames and covers in roadway and traffic areas shall be of non-rocking design or shall have machined bearing surfaces so that fitting parts will not rattle or rock under traffic . D) All grates , frames and covers located within road right-of-way or traffic areas shall be capable of withstanding the AASHTO H-20 vertical , dynamic wheel load . D-2- 1 ROADWAY PAINTING 1 ) DESCRIPTION' A) Work under this heading consists of painting traffic stripes and pavement markings. 2 ) INTERIOR ROADWAY AND PARKING LOT PAINTING A) GENERAL 1 ) Work under this heading consists of painting parking spaces , road centerline stripes , roadway edge stripes , stop bars , handicap parking identifications , and directional markings where indicated on the Plans . Unless otherwise noted on the Plans or herein , the centerline stripes shall be yellow and all other markings shall be white . B) WHITE TRAFFIC PAINT 1 ) White traffic paint shall conform to the requirements of Florida D . O . T. Traffic Paint Code T- 1 (white) as specified in the Florida D . O . T . Standard Specifications for Road and Bridge Constructions 1986 , Section 971 - 12 . 2 , formulated and manufactured from first grade materials and free from defects and imperfections that may adversely affect the finished product . C) YELLOW TRAFFIC PAINT 1 ) Yellow traffic paint shall conform to requirements of Florida D . O . T . Traffic Paint Code T- 2 (Yellow) as specified in the Florida D . O .T . Standard Specifications for Road and Bride Construction , 1986 , Section 971 - 12 . 3 . D) GLASS BEADS 1 ) The stripe along the edge of the roads shall have durable reflective glass spheres applied at the rate of six pounds per gallon of paint while the paint is still tacky enough for them to adhere at that rate . E) APPLICATION OF PAINT 1 ) The paint stripes , shall be a uniform 4 inches in width and be : applied at the wet film rate of 15 Mils , exclusive of the glass spheres . The road edge stripe shall be applied with the outside edge of the stripe at a uniform 4 - 6 inches from the edge of the finished pavement . Prior to applying the paint the location of parking spaces , centerline and edge stripe shall be adequately marked with chalk, tacks or other suitable means . The equipment used to apply the paint shall be capable of uniformly applying the paint at the specified thickness without thinning and with well defined edges . The surface must be dry when the paint is applied . 2) Paint spills , alignment errors , application defects , etc. shall be removed by sand blasting or any other means which will remove the paint without harming the pavement . 3) No paint shall be applied to the asphalt until . three weeks after the asphalt has been laid down . ip 3) TEMPORARY TRAFFIC STRIPPING AND MARKING A) When required by the Engineer or other agencies , temporary traffic striping and marking shall be applied as soon as practical after the asphalt has been laid . B) Until the temporary traffic striping and marking is applied , the Contractor shall maintain safety along the road improvements using warning signs , traffic cones , emergency lights and other equipment as necessary. RP-6- 1 - __ _ SWALE CONSTRUCTION 1 ) DESCRIPTION A) Fine grading of swales shall be accomplished after the existing ground has been excavated and compacted to within t 0 . 2 ft . of the design elevations . Fine grading of the swale areas will be done by a motor grader unless otherwise approved or directed by the Engineer. Hand dressing will not be required except where shown on the Drawings or in confined areas where equipment operation is restricted . B) The Contractor shall maintain and keep open and free from leaves , sticks , rubble , and other debris , all swales graded by him until final acceptance of the work. C) The finished grade shall be completed and shaped to a surface which varies no more than 0. 1 foot above or below the Plan elevations except that , adjacent to pavement, grates , or sidewalk , the swale shall be graded to match the edge of the pavement , grate or sidewalk . D) In areas where sodding is required , finished soil grade shall be set 0 . 2 foot below the plan elevation to compensate for sod thickness . E) Compaction to a specific density will not be required unless so directed by the Engineer. However, swales shall be compacted to a firm , even surface true to grade and cross section . All swales must be rolled . F) Fine grading of the swale areas shall preferably be done prior to paving the asphalt wearing course . If the Contractor chooses to fine grade the swale areas subsequent to paving , he must exercise extreme care when dressing areas adjacent to pavement areas to avoid damage to the pavement . No handling of swale material shall be permitted on the pavement surface . G ) After final dressing of the swales , the Contractor shall seed or sod them as required by the Plans in accordance with Section SW-4 or SW-5 of the Specifications . RP-7- 1 INSTALLATION OF DRAINAGE PIPE AND STRUCTURES 1 ) SCOPE A) This section covers the handling of materials and the work required to install , construct and join; piping, fittings , and appurtenances for a complete drainage system as shown on the Drawings and specified herein . 2 ) GENERAL REQUIREMENTS A) All work shall be proved to be in first class condition and. constructed properly in accordance with the Drawings and Specifications . All defects and leaks disclosed by required testing shall be remedied . All tests shall be performed by the Contractor and observed by the Engineer . B) All pipe and structures shall be installed on dry , firm bedding. The free-water surface shall be lowered to at least 12 inches below the bedding surface prior to placing pipe or structures and shall be maintained at that depth throughout bedding , haunching , and initial backfilling of the work. During subsequent backfilling , the water level shall be kept sufficiently below the working surface to allow compaction of backfill to the required density , and until required density tests have been performed . C ) Temporary supports shall be installed for adequate protection and maintenance of all underground and surface structures , water lines , drains , and other obstructions encountered in the progress of the work . Any structures which may- have been disturbed shall be restored upon completion of the work . D) Blasting shall not be permitted except by written approval , of the Engineer. E) Trenching and subsequent backfilling within the general construction site shall be accomplished as expeditiously as possible in order to prevent trench decay and maintain a clear operational I area . F) Prior to any excavation or trenching outside the designated limits of the work site , the Contractor shall secure the necessary permits and/or authorization from the applicable Owner, or confirm that such has been previously obtained . The stipulations of said permit or authorization shall be completely followed and , prior to construction operations , notice shall be provided to the appropriate Owner and Engineer. G ) All work shall be installed in accordance with these specifications , the applicable sections of the FDOT specifications , manufacturers recommendations and the Drawings . 3 ) HANDLING MATERIALS A) Pipe , fittings , and accessories shall be loaded and unloaded by hand or skidding so as to avoid shock or damage . Under no circumstances shall such materials be dropped . Pipe handled on skidways shall not be skidded or rolled against pipe already on the ground . B) In distributing the material at the site of the work , each piece shall be unloaded opposite or near the place where it is to be laid in the trench . 4) ALIGNMENT, GRADE , AND COVER FOR BURIED PIPING SYSTEMS A) Pipe shall be laid and maintained to the required lines , depths , and grades . ` B) Wherever obstructions not indicated on the Drawings are encountered during the progress of the work and interfere to such an extent that an alteration in the . Drawings is required , the Engineer will order a deviation from the line and grade or arrange with the owners of the structures for the removal , relocation , or reconstruction of the obstructions . C) The maximum permissible deflection for pipe and fittings shall be as recommended by the manufacturer. D-3- 1 D) Installation of drainage pipe less than 18" diameter in runs of 100 feet or greater, or as required by the Engineer, shall be controlled by use of a laser to maintain proper grade . The Contractor shall also be responsible for verifying elevations of the pipe , as indicated on the Drawings , at sufficient points during progress of the work to identify discrepancies between actual and plan elevations due to laser misalignment , equipment error, etc. , and to correct the work as required to conform to the Drawings . 5 ) PIPE TRENCH EXCAVATION A) TRENCH DIMENSIONS 1 ) The minimum width of the trench shall be equal to the outside diameter of the pipe at the joint plus 8 inches for unsheeted trenches ; or 12 inches for sheeted trench, and the maximum width of trench , measured at the top of the pipe , shall not exceed the nominal pipe diameter plus two feet , unless otherwise shown on the Drawing details or approved by the Engineer, Trench walls shall be vertical from the bottom of the trench to a line measured one foot above the top of the pipe. From one foot above the top of the pipe to the surface , the trench walls shall be as nearly vertical as soil conditions will permit, unless otherwise detailed on the Drawings . Spaces for joints , fittings , manholes and other structures shall be maintained unless otherwise approved by the Engineer, or alternate methods are detailed on the Drawings . Should the specified maximum width of trench be exceeded , the pipe shall be adequately reinforced as directed by the Engineer, at the Contractor' s expense . 2 ) Trench grade for pipe or structures not requiring special bedding material shall be defined as the grade of the bottom surface of the a utility or structure to be constructed or placed within the trench . Such shaping of the trench bottom , as may be required to provide suitable bedding , shall be considered to be a part of this work. Trench grade in non-cushioning material shall be defined as 6 inches below the outside of the bottom of the utility , which 6 inches shall be backfilled with suitable bedding material . Unauthorized excavation below trench grade shall be backfilled to trench grade and suitably compacted by the Contractor without additional cost to the Owner. Final trimming and grading of trench bottom shall be done manually . 6 ) BACKFILL AND BEDDING MATERIALS A) Type 1 - Type 1 material shall be either well graded crushed stone or crushed gravel meeting the requirements of ASTM Designation C33-71 a , Gradation 67 (3/4 inch to No . 4 Sieve) or air cooled blast furnace slag along or in combination with crushed stone and/or crushed gravel conforming to ASTM Designation C33-71 a requirements . This material shall be used primarily for pipeline and manhole foundations . B ) Type 2 - Type 2 material shall be unclassified material obtained from the Contractor' s excavations and approved by the Engineer. The material shall be substantially free from wood , roots , humus , peat , muck , and other organic materials , and shall not contain clods , stones , masonry rubble , and the like , greater than 6 inches through the largest dimension . In general , the material shall consist of sand , loam , sandy- loam , clayey-sand , gravel , or crushed stone . C ) Type 3 � Type 3 material shall be select granular material , free from organic matter, of such size and gradation that the desired compaction can be readily attained and shall meet the requirements for A3 material according to the Revised Bureau of Public Roads Classifications . Material from the Contractor's excavations may be used , if it meets the above requirements . Otherwise it must be imported . D-3-2 and backfill in accordance with the requirements for Class B Bedding . All unsuitable material shall be disposed of by the Contractor. 8 ) PIPE TRENCH BACKFILL A) INITIAL BACKFILL 1 ) Initial backfill shall be placed as soon as possible after laying the pipe and shall maintain a pace with the pipe laying so that no more than fine pipe joints separate laying and backfilling operations . Initial back fill shall include all haunching and backfill from the top of the bedding to a compacted depth of twelve inches over the pipe . All haunching and backfilling shall be done in the dry . 2) Initial backfill shall be done as specified below: (A) Haunching of the pipe shall be by hand , placement and compaction of material in maximum 4 inch layers from the bottom of the trench to the springline of the pipe , taking care to fill all voids below and around the pipe . Backfilling shall be carefully continued in layers not exceeding 6 inches in thickness for the full trench width until the compacted fill is 12 inches above the top of the pipe . ( B) During initial backfilling the fill shall be deposited evenly along both sides of the pipe from a height not to exceed 2 feet above the top of pipe , and fill shall not be dropped directly on the unprotected pipe surface . ( C ) Where thrust blocks , encasement , or other cast- in-place concrete items are below grade , no backfilling shall start until the specific items have been inspected and approved by the Engineer or his authorized representative . ( D) The backfill to one foot above the top of the utility shall be thoroughly compacted with curved end tamping bars under and on each side of the pipe and flat tamped between the pipe and trench wall and shall be completed before the remainder of the trench is backfilled . Initial backfill shall be compacted to 100 percent of maximum density as determined by AASHTO T- 180 . No subsequent backfill will be permitted until the initial backfill has been accepted by the Engineer or his authorized representative . B) SUBSEQUENT BACKFILL 1 ) Subsequent backfill is that backfill between the initial backfill and the finished ground level or bottom of subbase . 2 ) Subsequent backfill material shall be placed full trench width in horizontal layers not exceeding 12 inches loose depth and compacted by power-operated tampers , rollers , or vibratory equipment to a density equal to 98 percent of the maximum density as determined by AASHTO T- 180 for pipe placed under and adjacent to roadways or paved surfaces , and 95 percent under areas where no pavement is to be constructed and vehicular traffic is not to pass over the pipe . Each layer shall be compacted to the specified density prior to placing subsequent layers . The thickness of the loose layer maybe increased when in - place density tests show that the specified density can be obtained . C) BACKFILL MATERIAL 1 ) Type 2 material shall be used for initial backfill and subsequent backfill with the following conditions : Initial backfill shall be predominately sandy material free from rock or stone greater than 1 1 /2 inches diameter, and the maximum allowable dimension of a stone or rock fragment for subsequent backfill shall be 6 inches . If in the opinion of the Engineer the Type 2 material will not provide adequate and uniform support for load distribution to the pipe , the Contractor shall obtain and place either Type 1 or Type 3 backfill as determined by the Engineer. D-3-4 2) All excavated material not suitable for backfill shall be placed on site at an acceptable location , by Owner, or hauled off the job at the price set forth in the accepted Bid Documents . All material that is brought in from other sources for backfill shallbe at the price set forth in the Contract. 3) Excavated material to be used for backfill shall be neatly deposited at the sides of the trenches where space is available to protect against caving or sloughing into the trench . Where stockpiling of excavated material is required , the Contractor shall coordinate the site location with the Engineer and shall maintain his operations to provide for natural drainage and not present an unsightly appearance . No excavated material shall be placed on private property without the consent of the property owner. j D) COMPACTION METHODS 1 ) Mechanical compaction shall be accomplished using pneumatic or gasoline-powered tampers or flat-plate vibrators , with the exception that the first two feet of backfilling over the pipe shall i be compacted by hand-operated tamping devices . 2 ) Flooding or puddling with water to consolidate backfill is not acceptable , except where sand is { encountered below unpaved areas only , and only with prior approval by the Engineer. The flooding or puddling operation shall be repeated with each two feet of backfill placed . E ) DENSITY TESTS 1 ) The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory selected by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications . Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. 2 ) Any proposed alternative test methods to those specified herein must be approved by the Engineer prior to testing . At the request of the Engineer, the Contractor shall provide such documentation of a proposed alternative test method as the Engineer may require to evaluate the method for approval . 3) In no case shall the Contractor proceed with construction on compacted material until the tests prove satisfactory and approval is given by the Engineer. 4) In general , at least one test for maximum dry density/optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill . For material of uniform composition and textural class , a minimum of one test per 200 cu , yd . of material shall be performed at the point of use . 5) Generally , in-place density tests shall be performed at approximately 20 foot intervals ; one each side of pipe for each 12 inch lift . Additional density tests may be required by the j Engineer. If any tests results are unsatisfactory , the Contractor shall re-excavate and recompact the backfill at his expense until the required compaction is obtained . 9 ) PIPE SYSTEM LAYING AND JOINTING j A) GENERAL j 1 ) Unless otherwise specified herein or directed by the Engineer, all pipe and fittings shall be laid and joined in accordance with the appropriate manufacturer's directions with regard to allowable barrel and joint deflection , spigot seating depth , gasket placement, lubrication , bolt torque , field cutting/trimming , and pushing/pulling methods for joint assembly . 2) Prior to placing in the trench , each pipe section , joint , and fitting shall be checked for damage or defects such as cracks , blisters , coating/lining separation , gouges , and the like . Any damage or defective materials found shall not be installed unless approved by the Engineer, I� and shall be marked " REJECTED" and immediately removed from the work site . i D-3-5 i 7) BEDDING AND FOUNDATIONS A) CLASS A (CONCRETE CRADLE OR CONCRETE ARCH BEDDING ) 1 ) This class of bedding shall be used only where specifically shown in the Drawings or directed by the Engineer. If the use of a concrete cradle is required the pipe shall be bedded in a monolithic cradle of a 1 , 500 PSI concrete with a minimum thickness equal to 1 /4 the outside pipe diameter or to a minimum of four inches under the barrel , whichever is greatest, and extending up to the sides of the pipe to a height equal to 1 /2 of the outside pipe diameter. The cradle shall have an overall width equal to 1 - 1 /4 of the outside diameter of the pipe or a minimum width equal to the outside diameter of the pipe plus eight inches , whichever is greater. 2) If a concrete arch is required , the pipe shall be embedded in carefully compacted Type 1 material having a minimum thickness equal to 1 /4 the outside pipe diameter or to a minimum of four inches under the barrel , which ever is greater, and extending up the sides for a height equal to 1 /2 of the outside pipe diameter. The top half of the pike shall be covered with a monolithic Class C concrete arch having a . minimum thickness equal to 1 /4 the outside diameter of the pipe or a minimum of four inches over the crown of the pipe , whichever is greater, and extending down the sides for a depth equal to 1 /2 of the outside pipe diameter. The arch shall have an over all width equal to 1 1 /4 of the outside diameter of the pipe or a minimum width equal to the outside diameter of the pipe plus eight inches , whichever is greater. B) CLASS B (FIRST-CLASS BEDDING ) 1 ) Where Class B Bedding is required , the trench shall be excavated below the planned bottom of the pipe to a depth equal to 1 /4 the nominal diameter of the pipe , or 6 inches , whichever is greater. The over excavated depth shall be backfilled using either Type 1 or Type 3 materials carefully compacted and shaped using hand tools so as to provide a uniform support for the lower portion of the pipe barrel . Shaping under the pipe bells shall be so that the bell does not support the pipe and joints can be made without bedding material interference . 2 ) At the option of the Contractor, Class B Bedding may be used in place of Class C (Ordinary Bedding ) provided that the exercise of this option shall create no additional expense to the Owner. The Contractor shall notify the Engineer in writing of those portions of the project on which he proposes to exercise this option . C) CLASS C (ORDINARY BEDDING ) 1 ) The bottom of the trench shall be hand shaped to provide a firm bedding for the utility pipe . The utility shall be firmly bedded in undisturbed firm soil . The bedding shall be shaped so that the pipe will be in continuous contact therewith for its full length and shall provide a minimum bottom segment for the pipe equal to 0 . 6 of the outside diameter of the barrel . Excavation under the bell shall be sufficient so that the bell does not support the pipe and the joint can be made without interference . D) UNSUITABLE BEDDING MATERIAL 1 ) Class C Bedding shall be used for all pipeline construction unless otherwise shown on the Drawings or unless unsuitable material is encountered at the bedding surface . In the event that the materials encountered at normal bottom of trench excavation are , in the judgment of the Engineer, unsuitable to act as foundation for the pipe , such material shall be excavated for the full width of the trench to the depth necessary to obtain a suitable foundation . The Engineer will notify the Contractor, in writing , of the necessity for and extent of the material to be removed and the Contractor shall remove such unsuitable material as soon as possible - D-3-3 D) Installation of drainage pipe less than 18" diameter in runs of 100 feet or greater, or as required by the Engineer, shall be controlled by use of a laser to maintain proper grade . The Contractor shall also be responsible for verifying elevations of the pipe , as indicated on the Drawings , at sufficient points during progress of the work to identify discrepancies between actual and plan elevations due to laser misalignment , equipment error, etc. , and to correct the work as required to conform to the Drawings . 5 ) PIPE TRENCH EXCAVATION A) TRENCH DIMENSIONS 1 ) The minimum width of the trench shall be equal to the outside diameter of the pipe at the joint plus 8 inches for unsheeted trenches ; or 12 inches for sheeted trench, and the maximum width of trench , measured at the top of the pipe , shall not exceed the nominal pipe diameter plus two feet , unless otherwise shown on the Drawing details or approved by the Engineer, Trench walls shall be vertical from the bottom of the trench to a line measured one foot above the top of the pipe. From one foot above the top of the pipe to the surface , the trench walls shall be as nearly vertical as soil conditions will permit, unless otherwise detailed on the Drawings . Spaces for joints , fittings , manholes and other structures shall be maintained unless otherwise approved by the Engineer, or alternate methods are detailed on the Drawings . Should the specified maximum width of trench be exceeded , the pipe shall be adequately reinforced as directed by the Engineer, at the Contractor' s expense . 2 ) Trench grade for pipe or structures not requiring special bedding material shall be defined as the grade of the bottom surface of the a utility or structure to be constructed or placed within the trench . Such shaping of the trench bottom , as may be required to provide suitable bedding , shall be considered to be a part of this work. Trench grade in non-cushioning material shall be defined as 6 inches below the outside of the bottom of the utility , which 6 inches shall be backfilled with suitable bedding material . Unauthorized excavation below trench grade shall be backfilled to trench grade and suitably compacted by the Contractor without additional cost to the Owner. Final trimming and grading of trench bottom shall be done manually . 6 ) BACKFILL AND BEDDING MATERIALS A) Type 1 - Type 1 material shall be either well graded crushed stone or crushed gravel meeting the requirements of ASTM Designation C33-71 a , Gradation 67 (3/4 inch to No . 4 Sieve) or air cooled blast furnace slag along or in combination with crushed stone and/or crushed gravel conforming to ASTM Designation C33-71 a requirements . This material shall be used primarily for pipeline and manhole foundations . B ) Type 2 - Type 2 material shall be unclassified material obtained from the Contractor' s excavations and approved by the Engineer. The material shall be substantially free from wood , roots , humus , peat , muck , and other organic materials , and shall not contain clods , stones , masonry rubble , and the like , greater than 6 inches through the largest dimension . In general , the material shall consist of sand , loam , sandy- loam , clayey-sand , gravel , or crushed stone . C ) Type 3 � Type 3 material shall be select granular material , free from organic matter, of such size and gradation that the desired compaction can be readily attained and shall meet the requirements for A3 material according to the Revised Bureau of Public Roads Classifications . Material from the Contractor's excavations may be used , if it meets the above requirements . Otherwise it must be imported . D-3-2 DRAINAGE PIPE 1 ) GENERAL A) The Contractor shall furnish and install drainage pipes of the size and type and at the invert elevations shown on the Drawings , 2 ) MATERIALS A) Corrugated Steel Pipe - Where shown on the Drawings as " CMP" , the drainage pipe and required coupling bands shall be corrugated galvanized steel and shall conform to the requirements of Section 943 of the FDOT Specifications . B) Corrugated Aluminum Pipe - Where shown on the Drawings as "CAP " , or "Alum . CMP" , the drainage pipe and required coupling bands shall be corrugated aluminum and shall conform to the requirements of Section 945 of the FDOT Specifications . C) Concrete Pipe - Where shown on the Drawings as RCP , the drainage pipes shall meet the requirements of ASTM C76-70 Class III ) and Sections 941 and 942 of the FDOT Specifications , unless otherwise noted . D) PVC PIPE - Where shown on the Drawings as PVC , the drainage pipe and fittings shall be Sch . 40 , Polyvinyl Chloride , and shall conform to the requirements of Section 948- 1 of the FDOT Specifications , unless otherwise noted . E) HIGH DENSITY POLYETHYLENE PIPE - Where shown on the Drawings as HDPE , the drainage pipe and fittings high density polyethylene , and shall conform to the requirements of Section 948- 1 of the FDOT Specifications , unless otherwise noted . F) Bituminous Pipe Coating - Where shown on the Drawings as Asphalt Coated , metal pike , "ACCMP" , the pi pa and fittings shall be bituminous coated inside and out m conformance with Section 943 of the FDOT Specifications . G ) Filter Cloth - Where required shall be Amoco Propex 4545 , or equal , approved by Engineer prior to ordering . H ) Mitered End Sections - Mitered end sections shall be constructed in accordance with the applicable D . O . T . Road Design Standard Index ( No . 272 , 273 or 274) called for on the Drawings . 1 ) Flared End Sections - Flared end sections shall be constructed in accordance with the applicable D . O . T . Road Design Standard Index ( No . 270) called for on the Drawings . i V D- 1 - 1 DRAINAGE STRUCTURES 1 ) GENERAL A) Under this item , the Contractor shall build and/or install new catch basins , manholes , dropholes , drop inlets , junction boxes , leaching basins and the like of the types and at the locations shown on the Drawings . 2 ) MATERIALS A) The materials used in the construction of these structures shall comply with Section 345 " Portland Cement Concrete" (Type II ) , Section 415 " Reinforcing Steel' (Grade 40) , and Section 425-3 " Materials " of the FDOT Specifications . B ) Sand - cement riprap shall conform to Section 405 of the these Specifications . 3) CONSTRUCTION DETAILS , A) Construction of the structures shall conform to the details as shown on the Drawings and , unless otherwise specified , shall conform with Section 425 " Inlet , Manholes , and Junction Boxes" of the FDOT Specifications . Required minimum compaction shall be 95 percent of maximum density (AASHTO T180) and 100 percent of maximum density (AASHTO T- 180 in areas of paving or curbing . B) The Contractor shall submit shop drawings for review and approval on all precast structures prior to granting fabrication approval . 4) GRATES , FRAMES , AND COVERS A) Grate , frame and cover castings shall be of uniform quality and free from blowholes , porosity , hard spots , shrinkage , cracks or other injurious defects . They shall be smooth and well cleaned by shot blasting and , unless otherwise specified , shall be covered with a smooth coating of coal tar pitch varnish of a type which will be tough , tenacious , and resilient throughout the range of expected service temperatures . B) Material used in the manufacture of the castings shall conform to ASTM Specifications A-48 Class 30 Iron or to United States Government Specifications QQI -652 , (latest revision ) for gray iron castings . C ) All castings shall be manufactured true to pattern and with a close fit of component parts . Frames and covers in roadway and traffic areas shall be of non-rocking design or shall have machined bearing surfaces so that fitting parts will not rattle or rock under traffic . D) All grates , frames and covers located within road right-of-way or traffic areas shall be capable of withstanding the AASHTO H-20 vertical , dynamic wheel load . D-2- 1 7) BEDDING AND FOUNDATIONS A) CLASS A (CONCRETE CRADLE OR CONCRETE ARCH BEDDING ) 1 ) This class of bedding shall be used only where specifically shown in the Drawings or directed by the Engineer. If the use of a concrete cradle is required the pipe shall be bedded in a monolithic cradle of a 1 , 500 PSI concrete with a minimum thickness equal to 1 /4 the outside pipe diameter or to a minimum of four inches under the barrel , whichever is greatest, and extending up to the sides of the pipe to a height equal to 1 /2 of the outside pipe diameter. The cradle shall have an overall width equal to 1 - 1 /4 of the outside diameter of the pipe or a minimum width equal to the outside diameter of the pipe plus eight inches , whichever is greater. 2) If a concrete arch is required , the pipe shall be embedded in carefully compacted Type 1 material having a minimum thickness equal to 1 /4 the outside pipe diameter or to a minimum of four inches under the barrel , which ever is greater, and extending up the sides for a height equal to 1 /2 of the outside pipe diameter. The top half of the pike shall be covered with a monolithic Class C concrete arch having a . minimum thickness equal to 1 /4 the outside diameter of the pipe or a minimum of four inches over the crown of the pipe , whichever is greater, and extending down the sides for a depth equal to 1 /2 of the outside pipe diameter. The arch shall have an over all width equal to 1 1 /4 of the outside diameter of the pipe or a minimum width equal to the outside diameter of the pipe plus eight inches , whichever is greater. B) CLASS B (FIRST-CLASS BEDDING ) 1 ) Where Class B Bedding is required , the trench shall be excavated below the planned bottom of the pipe to a depth equal to 1 /4 the nominal diameter of the pipe , or 6 inches , whichever is greater. The over excavated depth shall be backfilled using either Type 1 or Type 3 materials carefully compacted and shaped using hand tools so as to provide a uniform support for the lower portion of the pipe barrel . Shaping under the pipe bells shall be so that the bell does not support the pipe and joints can be made without bedding material interference . 2 ) At the option of the Contractor, Class B Bedding may be used in place of Class C (Ordinary Bedding ) provided that the exercise of this option shall create no additional expense to the Owner. The Contractor shall notify the Engineer in writing of those portions of the project on which he proposes to exercise this option . C) CLASS C (ORDINARY BEDDING ) 1 ) The bottom of the trench shall be hand shaped to provide a firm bedding for the utility pipe . The utility shall be firmly bedded in undisturbed firm soil . The bedding shall be shaped so that the pipe will be in continuous contact therewith for its full length and shall provide a minimum bottom segment for the pipe equal to 0 . 6 of the outside diameter of the barrel . Excavation under the bell shall be sufficient so that the bell does not support the pipe and the joint can be made without interference . D) UNSUITABLE BEDDING MATERIAL 1 ) Class C Bedding shall be used for all pipeline construction unless otherwise shown on the Drawings or unless unsuitable material is encountered at the bedding surface . In the event that the materials encountered at normal bottom of trench excavation are , in the judgment of the Engineer, unsuitable to act as foundation for the pipe , such material shall be excavated for the full width of the trench to the depth necessary to obtain a suitable foundation . The Engineer will notify the Contractor, in writing , of the necessity for and extent of the material to be removed and the Contractor shall remove such unsuitable material as soon as possible - D-3-3 and backfill in accordance with the requirements for Class B Bedding . All unsuitable material shall be disposed of by the Contractor. 8 ) PIPE TRENCH BACKFILL A) INITIAL BACKFILL 1 ) Initial backfill shall be placed as soon as possible after laying the pipe and shall maintain a pace with the pipe laying so that no more than fine pipe joints separate laying and backfilling operations . Initial back fill shall include all haunching and backfill from the top of the bedding to a compacted depth of twelve inches over the pipe . All haunching and backfilling shall be done in the dry . 2) Initial backfill shall be done as specified below: (A) Haunching of the pipe shall be by hand , placement and compaction of material in maximum 4 inch layers from the bottom of the trench to the springline of the pipe , taking care to fill all voids below and around the pipe . Backfilling shall be carefully continued in layers not exceeding 6 inches in thickness for the full trench width until the compacted fill is 12 inches above the top of the pipe . ( B) During initial backfilling the fill shall be deposited evenly along both sides of the pipe from a height not to exceed 2 feet above the top of pipe , and fill shall not be dropped directly on the unprotected pipe surface . ( C ) Where thrust blocks , encasement , or other cast- in-place concrete items are below grade , no backfilling shall start until the specific items have been inspected and approved by the Engineer or his authorized representative . ( D) The backfill to one foot above the top of the utility shall be thoroughly compacted with curved end tamping bars under and on each side of the pipe and flat tamped between the pipe and trench wall and shall be completed before the remainder of the trench is backfilled . Initial backfill shall be compacted to 100 percent of maximum density as determined by AASHTO T- 180 . No subsequent backfill will be permitted until the initial backfill has been accepted by the Engineer or his authorized representative . B) SUBSEQUENT BACKFILL 1 ) Subsequent backfill is that backfill between the initial backfill and the finished ground level or bottom of subbase . 2 ) Subsequent backfill material shall be placed full trench width in horizontal layers not exceeding 12 inches loose depth and compacted by power-operated tampers , rollers , or vibratory equipment to a density equal to 98 percent of the maximum density as determined by AASHTO T- 180 for pipe placed under and adjacent to roadways or paved surfaces , and 95 percent under areas where no pavement is to be constructed and vehicular traffic is not to pass over the pipe . Each layer shall be compacted to the specified density prior to placing subsequent layers . The thickness of the loose layer maybe increased when in - place density tests show that the specified density can be obtained . C) BACKFILL MATERIAL 1 ) Type 2 material shall be used for initial backfill and subsequent backfill with the following conditions : Initial backfill shall be predominately sandy material free from rock or stone greater than 1 1 /2 inches diameter, and the maximum allowable dimension of a stone or rock fragment for subsequent backfill shall be 6 inches . If in the opinion of the Engineer the Type 2 material will not provide adequate and uniform support for load distribution to the pipe , the Contractor shall obtain and place either Type 1 or Type 3 backfill as determined by the Engineer. D-3-4 3) Prior to installation , the interior of all pipe and fittings shall be inspected for debris , sediment accumulation , sand , and the like , and shall be cleaned as required to remove such foreign matter. Joint surfaces such as gaskets , gasket grooves , spigots, and bells shall be cleaned of sand and grit prior to joining . 4) Gasket lubricants shall be stored and applied in a manner that will prevent significant contamination or pick-up of sand and grit . 5) The pipe spigot shall be centered in and aligned with its mating bell prior to insertion and forced evenly in a straight line to seating depth , taking care not to over- bell the joint . Where required , deflections shall be made after the joint is seated . 6) Joining shall generally be done by hand or by hush- bar with a cushion block whenever pipe size and weight permit. When a mechanical pushing/pulling device such as chain -puller, come-along , and the like is required , the device shall be used in a manner that will not deform gouge , chip , or otherwise damage the pipe or cause significant disturbance of the prepared bedding . In no case shall joints be made by "popping-on" or swinging the spigot into the bell to seat the joint . 7 ) Fittings and appurtenances shall be fully, independently supported on the bedding or on a permanent foundation so as not to bear on the pipe upon completion of the installation . 8 ) The installed piping system shall be kept free of dirt, trench water, and other foreign matter during the progress of the work, and all open ends of the line shall be sealed with watertight plugs whenever work is not in progress . 9) Empty installed pipe shall be secured against flotation due to potential trench flooding by timely placement of sufficient backfill or approved anchoring devices sufficient to resist pipe buoyancy . 10 ) INSTALLATION OF FITTINGS A) Fittings , plugs , and caps shall be set and jointed to pipe in the manner heretofore specified for cleaning , laying and jointing pipe . 11 ) INSTALLATION OF DRAINAGE STRUCTURES A) Excavation for drainage structures shall be of sufficient size to permit construction of the structure to progress without hindrance from the walls of the excavation or from sloughed materials . No less than 12 inches clearance shall be provided between excavation walls and walls of the structure . If soil conditions encountered at the bottom of the excavation would in the sole opinion of the Engineer be unsuitable for foundation , the Contractor shall remove and dispose of the unsuitable material to the depth where suitable bearing can be obtained . The determination of the necessity for and the extent of additional excavation shall be made by the Engineer, who shall inform the Contractor in writing regarding such necessity and the extent. This excavation shall then be backfilled to the appropriate grade with Type 1 or Type 3 backfill material , placed in 8 inch layers and compacted to a density equal to 100 percent of the maximum density as determined by AASHTO T180 , B) Installation of drainage structures shall conform to the details as shown on the Drawings and , unless otherwise specified , shall conform with Section 425 of the 1986 Edition of the Florida D . O . T . Standard Specifications for Road and Bridge Construction . Backfill shall be placed in lifts not to exceed 12 inches loose depth and compacted to 95 percent of maximum density per AASHTO T- 180 in unpaved areas and to required subgrade density in areas of paving or curbing . C ) Backfill shall not be placed against cast-in-place concrete structures until the concrete has attained sufficient strength to resist the load without damage , and in no case , less than seven days after the concrete was placed . D -3-6 12 ) AS - BUILT DRAWINGS A) During the installation of - Drainage Pipe and Structures the Contractor shall keep accurate records of the As-Built construction showing the location of all changes in alignment , services , utility crossings , and similar data . Items shall be located from permanent objects such as centerline of street , manholes , valves , etc . Upon completion of the project the Contractor shall deliver to the Engineer an As-Built Drawing showing the above information . I i f D-3-7 2) All excavated material not suitable for backfill shall be placed on site at an acceptable location , by Owner, or hauled off the job at the price set forth in the accepted Bid Documents . All material that is brought in from other sources for backfill shallbe at the price set forth in the Contract. 3) Excavated material to be used for backfill shall be neatly deposited at the sides of the trenches where space is available to protect against caving or sloughing into the trench . Where stockpiling of excavated material is required , the Contractor shall coordinate the site location with the Engineer and shall maintain his operations to provide for natural drainage and not present an unsightly appearance . No excavated material shall be placed on private property without the consent of the property owner. j D) COMPACTION METHODS 1 ) Mechanical compaction shall be accomplished using pneumatic or gasoline-powered tampers or flat-plate vibrators , with the exception that the first two feet of backfilling over the pipe shall i be compacted by hand-operated tamping devices . 2 ) Flooding or puddling with water to consolidate backfill is not acceptable , except where sand is { encountered below unpaved areas only , and only with prior approval by the Engineer. The flooding or puddling operation shall be repeated with each two feet of backfill placed . E ) DENSITY TESTS 1 ) The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory selected by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications . Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. 2 ) Any proposed alternative test methods to those specified herein must be approved by the Engineer prior to testing . At the request of the Engineer, the Contractor shall provide such documentation of a proposed alternative test method as the Engineer may require to evaluate the method for approval . 3) In no case shall the Contractor proceed with construction on compacted material until the tests prove satisfactory and approval is given by the Engineer. 4) In general , at least one test for maximum dry density/optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill . For material of uniform composition and textural class , a minimum of one test per 200 cu , yd . of material shall be performed at the point of use . 5) Generally , in-place density tests shall be performed at approximately 20 foot intervals ; one each side of pipe for each 12 inch lift . Additional density tests may be required by the j Engineer. If any tests results are unsatisfactory , the Contractor shall re-excavate and recompact the backfill at his expense until the required compaction is obtained . 9 ) PIPE SYSTEM LAYING AND JOINTING j A) GENERAL j 1 ) Unless otherwise specified herein or directed by the Engineer, all pipe and fittings shall be laid and joined in accordance with the appropriate manufacturer's directions with regard to allowable barrel and joint deflection , spigot seating depth , gasket placement, lubrication , bolt torque , field cutting/trimming , and pushing/pulling methods for joint assembly . 2) Prior to placing in the trench , each pipe section , joint , and fitting shall be checked for damage or defects such as cracks , blisters , coating/lining separation , gouges , and the like . Any damage or defective materials found shall not be installed unless approved by the Engineer, I� and shall be marked " REJECTED" and immediately removed from the work site . i D-3-5 i and backfill in accordance with the requirements for Class B Bedding . All unsuitable material shall be disposed of by the Contractor. 8 ) PIPE TRENCH BACKFILL A) INITIAL BACKFILL 1 ) Initial backfill shall be placed as soon as possible after laying the pipe and shall maintain a pace with the pipe laying so that no more than fine pipe joints separate laying and backfilling operations . Initial back fill shall include all haunching and backfill from the top of the bedding to a compacted depth of twelve inches over the pipe . All haunching and backfilling shall be done in the dry . 2) Initial backfill shall be done as specified below: (A) Haunching of the pipe shall be by hand , placement and compaction of material in maximum 4 inch layers from the bottom of the trench to the springline of the pipe , taking care to fill all voids below and around the pipe . Backfilling shall be carefully continued in layers not exceeding 6 inches in thickness for the full trench width until the compacted fill is 12 inches above the top of the pipe . ( B) During initial backfilling the fill shall be deposited evenly along both sides of the pipe from a height not to exceed 2 feet above the top of pipe , and fill shall not be dropped directly on the unprotected pipe surface . ( C ) Where thrust blocks , encasement , or other cast- in-place concrete items are below grade , no backfilling shall start until the specific items have been inspected and approved by the Engineer or his authorized representative . ( D) The backfill to one foot above the top of the utility shall be thoroughly compacted with curved end tamping bars under and on each side of the pipe and flat tamped between the pipe and trench wall and shall be completed before the remainder of the trench is backfilled . Initial backfill shall be compacted to 100 percent of maximum density as determined by AASHTO T- 180 . No subsequent backfill will be permitted until the initial backfill has been accepted by the Engineer or his authorized representative . B) SUBSEQUENT BACKFILL 1 ) Subsequent backfill is that backfill between the initial backfill and the finished ground level or bottom of subbase . 2 ) Subsequent backfill material shall be placed full trench width in horizontal layers not exceeding 12 inches loose depth and compacted by power-operated tampers , rollers , or vibratory equipment to a density equal to 98 percent of the maximum density as determined by AASHTO T- 180 for pipe placed under and adjacent to roadways or paved surfaces , and 95 percent under areas where no pavement is to be constructed and vehicular traffic is not to pass over the pipe . Each layer shall be compacted to the specified density prior to placing subsequent layers . The thickness of the loose layer maybe increased when in - place density tests show that the specified density can be obtained . C) BACKFILL MATERIAL 1 ) Type 2 material shall be used for initial backfill and subsequent backfill with the following conditions : Initial backfill shall be predominately sandy material free from rock or stone greater than 1 1 /2 inches diameter, and the maximum allowable dimension of a stone or rock fragment for subsequent backfill shall be 6 inches . If in the opinion of the Engineer the Type 2 material will not provide adequate and uniform support for load distribution to the pipe , the Contractor shall obtain and place either Type 1 or Type 3 backfill as determined by the Engineer. D-3-4 INSTALLATION OF DRAINAGE PIPE AND STRUCTURES 1 ) SCOPE A) This section covers the handling of materials and the work required to install , construct and join; piping, fittings , and appurtenances for a complete drainage system as shown on the Drawings and specified herein . 2 ) GENERAL REQUIREMENTS A) All work shall be proved to be in first class condition and. constructed properly in accordance with the Drawings and Specifications . All defects and leaks disclosed by required testing shall be remedied . All tests shall be performed by the Contractor and observed by the Engineer . B) All pipe and structures shall be installed on dry , firm bedding. The free-water surface shall be lowered to at least 12 inches below the bedding surface prior to placing pipe or structures and shall be maintained at that depth throughout bedding , haunching , and initial backfilling of the work. During subsequent backfilling , the water level shall be kept sufficiently below the working surface to allow compaction of backfill to the required density , and until required density tests have been performed . C ) Temporary supports shall be installed for adequate protection and maintenance of all underground and surface structures , water lines , drains , and other obstructions encountered in the progress of the work . Any structures which may- have been disturbed shall be restored upon completion of the work . D) Blasting shall not be permitted except by written approval , of the Engineer. E) Trenching and subsequent backfilling within the general construction site shall be accomplished as expeditiously as possible in order to prevent trench decay and maintain a clear operational I area . F) Prior to any excavation or trenching outside the designated limits of the work site , the Contractor shall secure the necessary permits and/or authorization from the applicable Owner, or confirm that such has been previously obtained . The stipulations of said permit or authorization shall be completely followed and , prior to construction operations , notice shall be provided to the appropriate Owner and Engineer. G ) All work shall be installed in accordance with these specifications , the applicable sections of the FDOT specifications , manufacturers recommendations and the Drawings . 3 ) HANDLING MATERIALS A) Pipe , fittings , and accessories shall be loaded and unloaded by hand or skidding so as to avoid shock or damage . Under no circumstances shall such materials be dropped . Pipe handled on skidways shall not be skidded or rolled against pipe already on the ground . B) In distributing the material at the site of the work , each piece shall be unloaded opposite or near the place where it is to be laid in the trench . 4) ALIGNMENT, GRADE , AND COVER FOR BURIED PIPING SYSTEMS A) Pipe shall be laid and maintained to the required lines , depths , and grades . ` B) Wherever obstructions not indicated on the Drawings are encountered during the progress of the work and interfere to such an extent that an alteration in the . Drawings is required , the Engineer will order a deviation from the line and grade or arrange with the owners of the structures for the removal , relocation , or reconstruction of the obstructions . C) The maximum permissible deflection for pipe and fittings shall be as recommended by the manufacturer. D-3- 1 D) Installation of drainage pipe less than 18" diameter in runs of 100 feet or greater, or as required by the Engineer, shall be controlled by use of a laser to maintain proper grade . The Contractor shall also be responsible for verifying elevations of the pipe , as indicated on the Drawings , at sufficient points during progress of the work to identify discrepancies between actual and plan elevations due to laser misalignment , equipment error, etc. , and to correct the work as required to conform to the Drawings . 5 ) PIPE TRENCH EXCAVATION A) TRENCH DIMENSIONS 1 ) The minimum width of the trench shall be equal to the outside diameter of the pipe at the joint plus 8 inches for unsheeted trenches ; or 12 inches for sheeted trench, and the maximum width of trench , measured at the top of the pipe , shall not exceed the nominal pipe diameter plus two feet , unless otherwise shown on the Drawing details or approved by the Engineer, Trench walls shall be vertical from the bottom of the trench to a line measured one foot above the top of the pipe. From one foot above the top of the pipe to the surface , the trench walls shall be as nearly vertical as soil conditions will permit, unless otherwise detailed on the Drawings . Spaces for joints , fittings , manholes and other structures shall be maintained unless otherwise approved by the Engineer, or alternate methods are detailed on the Drawings . Should the specified maximum width of trench be exceeded , the pipe shall be adequately reinforced as directed by the Engineer, at the Contractor' s expense . 2 ) Trench grade for pipe or structures not requiring special bedding material shall be defined as the grade of the bottom surface of the a utility or structure to be constructed or placed within the trench . Such shaping of the trench bottom , as may be required to provide suitable bedding , shall be considered to be a part of this work. Trench grade in non-cushioning material shall be defined as 6 inches below the outside of the bottom of the utility , which 6 inches shall be backfilled with suitable bedding material . Unauthorized excavation below trench grade shall be backfilled to trench grade and suitably compacted by the Contractor without additional cost to the Owner. Final trimming and grading of trench bottom shall be done manually . 6 ) BACKFILL AND BEDDING MATERIALS A) Type 1 - Type 1 material shall be either well graded crushed stone or crushed gravel meeting the requirements of ASTM Designation C33-71 a , Gradation 67 (3/4 inch to No . 4 Sieve) or air cooled blast furnace slag along or in combination with crushed stone and/or crushed gravel conforming to ASTM Designation C33-71 a requirements . This material shall be used primarily for pipeline and manhole foundations . B ) Type 2 - Type 2 material shall be unclassified material obtained from the Contractor' s excavations and approved by the Engineer. The material shall be substantially free from wood , roots , humus , peat , muck , and other organic materials , and shall not contain clods , stones , masonry rubble , and the like , greater than 6 inches through the largest dimension . In general , the material shall consist of sand , loam , sandy- loam , clayey-sand , gravel , or crushed stone . C ) Type 3 � Type 3 material shall be select granular material , free from organic matter, of such size and gradation that the desired compaction can be readily attained and shall meet the requirements for A3 material according to the Revised Bureau of Public Roads Classifications . Material from the Contractor's excavations may be used , if it meets the above requirements . Otherwise it must be imported . D-3-2 2) All excavated material not suitable for backfill shall be placed on site at an acceptable location , by Owner, or hauled off the job at the price set forth in the accepted Bid Documents . All material that is brought in from other sources for backfill shallbe at the price set forth in the Contract. 3) Excavated material to be used for backfill shall be neatly deposited at the sides of the trenches where space is available to protect against caving or sloughing into the trench . Where stockpiling of excavated material is required , the Contractor shall coordinate the site location with the Engineer and shall maintain his operations to provide for natural drainage and not present an unsightly appearance . No excavated material shall be placed on private property without the consent of the property owner. j D) COMPACTION METHODS 1 ) Mechanical compaction shall be accomplished using pneumatic or gasoline-powered tampers or flat-plate vibrators , with the exception that the first two feet of backfilling over the pipe shall i be compacted by hand-operated tamping devices . 2 ) Flooding or puddling with water to consolidate backfill is not acceptable , except where sand is { encountered below unpaved areas only , and only with prior approval by the Engineer. The flooding or puddling operation shall be repeated with each two feet of backfill placed . E ) DENSITY TESTS 1 ) The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory selected by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications . Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. 2 ) Any proposed alternative test methods to those specified herein must be approved by the Engineer prior to testing . At the request of the Engineer, the Contractor shall provide such documentation of a proposed alternative test method as the Engineer may require to evaluate the method for approval . 3) In no case shall the Contractor proceed with construction on compacted material until the tests prove satisfactory and approval is given by the Engineer. 4) In general , at least one test for maximum dry density/optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill . For material of uniform composition and textural class , a minimum of one test per 200 cu , yd . of material shall be performed at the point of use . 5) Generally , in-place density tests shall be performed at approximately 20 foot intervals ; one each side of pipe for each 12 inch lift . Additional density tests may be required by the j Engineer. If any tests results are unsatisfactory , the Contractor shall re-excavate and recompact the backfill at his expense until the required compaction is obtained . 9 ) PIPE SYSTEM LAYING AND JOINTING j A) GENERAL j 1 ) Unless otherwise specified herein or directed by the Engineer, all pipe and fittings shall be laid and joined in accordance with the appropriate manufacturer's directions with regard to allowable barrel and joint deflection , spigot seating depth , gasket placement, lubrication , bolt torque , field cutting/trimming , and pushing/pulling methods for joint assembly . 2) Prior to placing in the trench , each pipe section , joint , and fitting shall be checked for damage or defects such as cracks , blisters , coating/lining separation , gouges , and the like . Any damage or defective materials found shall not be installed unless approved by the Engineer, I� and shall be marked " REJECTED" and immediately removed from the work site . i D-3-5 i 3) Prior to installation , the interior of all pipe and fittings shall be inspected for debris , sediment accumulation , sand , and the like , and shall be cleaned as required to remove such foreign matter. Joint surfaces such as gaskets , gasket grooves , spigots, and bells shall be cleaned of sand and grit prior to joining . 4) Gasket lubricants shall be stored and applied in a manner that will prevent significant contamination or pick-up of sand and grit . 5) The pipe spigot shall be centered in and aligned with its mating bell prior to insertion and forced evenly in a straight line to seating depth , taking care not to over- bell the joint . Where required , deflections shall be made after the joint is seated . 6) Joining shall generally be done by hand or by hush- bar with a cushion block whenever pipe size and weight permit. When a mechanical pushing/pulling device such as chain -puller, come-along , and the like is required , the device shall be used in a manner that will not deform gouge , chip , or otherwise damage the pipe or cause significant disturbance of the prepared bedding . In no case shall joints be made by "popping-on" or swinging the spigot into the bell to seat the joint . 7 ) Fittings and appurtenances shall be fully, independently supported on the bedding or on a permanent foundation so as not to bear on the pipe upon completion of the installation . 8 ) The installed piping system shall be kept free of dirt, trench water, and other foreign matter during the progress of the work, and all open ends of the line shall be sealed with watertight plugs whenever work is not in progress . 9) Empty installed pipe shall be secured against flotation due to potential trench flooding by timely placement of sufficient backfill or approved anchoring devices sufficient to resist pipe buoyancy . 10 ) INSTALLATION OF FITTINGS A) Fittings , plugs , and caps shall be set and jointed to pipe in the manner heretofore specified for cleaning , laying and jointing pipe . 11 ) INSTALLATION OF DRAINAGE STRUCTURES A) Excavation for drainage structures shall be of sufficient size to permit construction of the structure to progress without hindrance from the walls of the excavation or from sloughed materials . No less than 12 inches clearance shall be provided between excavation walls and walls of the structure . If soil conditions encountered at the bottom of the excavation would in the sole opinion of the Engineer be unsuitable for foundation , the Contractor shall remove and dispose of the unsuitable material to the depth where suitable bearing can be obtained . The determination of the necessity for and the extent of additional excavation shall be made by the Engineer, who shall inform the Contractor in writing regarding such necessity and the extent. This excavation shall then be backfilled to the appropriate grade with Type 1 or Type 3 backfill material , placed in 8 inch layers and compacted to a density equal to 100 percent of the maximum density as determined by AASHTO T180 , B) Installation of drainage structures shall conform to the details as shown on the Drawings and , unless otherwise specified , shall conform with Section 425 of the 1986 Edition of the Florida D . O . T . Standard Specifications for Road and Bridge Construction . Backfill shall be placed in lifts not to exceed 12 inches loose depth and compacted to 95 percent of maximum density per AASHTO T- 180 in unpaved areas and to required subgrade density in areas of paving or curbing . C ) Backfill shall not be placed against cast-in-place concrete structures until the concrete has attained sufficient strength to resist the load without damage , and in no case , less than seven days after the concrete was placed . D -3-6 WATER MAINS 1 ) GENERAL A) Scope The work to be performed under this Item shall include the furnishing of all materials , equipment and labor required for the installation of water mains as herein described and as shown on the Plans . The Contractor shall perform all excavation , backfilling , compacting , testing and related work required for the construction of these water mains in accordance with the provisions set forth under the applicable items of this Specification . B) References Constructed per Indian River County Requirements and Specifications per latest revision . PW- 1 - 1 GATE VALVES 1 ) SCOPE A) General The work to be performed under this item shall include furnishing and installing gate valves as specified by the Engineer and as shown on the Plans . B) References Constructed per Indian River County Requirements and Specifications per latest revision . PWA -2 12 ) AS - BUILT DRAWINGS A) During the installation of - Drainage Pipe and Structures the Contractor shall keep accurate records of the As-Built construction showing the location of all changes in alignment , services , utility crossings , and similar data . Items shall be located from permanent objects such as centerline of street , manholes , valves , etc . Upon completion of the project the Contractor shall deliver to the Engineer an As-Built Drawing showing the above information . I i f D-3-7 3) Prior to installation , the interior of all pipe and fittings shall be inspected for debris , sediment accumulation , sand , and the like , and shall be cleaned as required to remove such foreign matter. Joint surfaces such as gaskets , gasket grooves , spigots, and bells shall be cleaned of sand and grit prior to joining . 4) Gasket lubricants shall be stored and applied in a manner that will prevent significant contamination or pick-up of sand and grit . 5) The pipe spigot shall be centered in and aligned with its mating bell prior to insertion and forced evenly in a straight line to seating depth , taking care not to over- bell the joint . Where required , deflections shall be made after the joint is seated . 6) Joining shall generally be done by hand or by hush- bar with a cushion block whenever pipe size and weight permit. When a mechanical pushing/pulling device such as chain -puller, come-along , and the like is required , the device shall be used in a manner that will not deform gouge , chip , or otherwise damage the pipe or cause significant disturbance of the prepared bedding . In no case shall joints be made by "popping-on" or swinging the spigot into the bell to seat the joint . 7 ) Fittings and appurtenances shall be fully, independently supported on the bedding or on a permanent foundation so as not to bear on the pipe upon completion of the installation . 8 ) The installed piping system shall be kept free of dirt, trench water, and other foreign matter during the progress of the work, and all open ends of the line shall be sealed with watertight plugs whenever work is not in progress . 9) Empty installed pipe shall be secured against flotation due to potential trench flooding by timely placement of sufficient backfill or approved anchoring devices sufficient to resist pipe buoyancy . 10 ) INSTALLATION OF FITTINGS A) Fittings , plugs , and caps shall be set and jointed to pipe in the manner heretofore specified for cleaning , laying and jointing pipe . 11 ) INSTALLATION OF DRAINAGE STRUCTURES A) Excavation for drainage structures shall be of sufficient size to permit construction of the structure to progress without hindrance from the walls of the excavation or from sloughed materials . No less than 12 inches clearance shall be provided between excavation walls and walls of the structure . If soil conditions encountered at the bottom of the excavation would in the sole opinion of the Engineer be unsuitable for foundation , the Contractor shall remove and dispose of the unsuitable material to the depth where suitable bearing can be obtained . The determination of the necessity for and the extent of additional excavation shall be made by the Engineer, who shall inform the Contractor in writing regarding such necessity and the extent. This excavation shall then be backfilled to the appropriate grade with Type 1 or Type 3 backfill material , placed in 8 inch layers and compacted to a density equal to 100 percent of the maximum density as determined by AASHTO T180 , B) Installation of drainage structures shall conform to the details as shown on the Drawings and , unless otherwise specified , shall conform with Section 425 of the 1986 Edition of the Florida D . O . T . Standard Specifications for Road and Bridge Construction . Backfill shall be placed in lifts not to exceed 12 inches loose depth and compacted to 95 percent of maximum density per AASHTO T- 180 in unpaved areas and to required subgrade density in areas of paving or curbing . C ) Backfill shall not be placed against cast-in-place concrete structures until the concrete has attained sufficient strength to resist the load without damage , and in no case , less than seven days after the concrete was placed . D -3-6 7) BEDDING AND FOUNDATIONS A) CLASS A (CONCRETE CRADLE OR CONCRETE ARCH BEDDING ) 1 ) This class of bedding shall be used only where specifically shown in the Drawings or directed by the Engineer. If the use of a concrete cradle is required the pipe shall be bedded in a monolithic cradle of a 1 , 500 PSI concrete with a minimum thickness equal to 1 /4 the outside pipe diameter or to a minimum of four inches under the barrel , whichever is greatest, and extending up to the sides of the pipe to a height equal to 1 /2 of the outside pipe diameter. The cradle shall have an overall width equal to 1 - 1 /4 of the outside diameter of the pipe or a minimum width equal to the outside diameter of the pipe plus eight inches , whichever is greater. 2) If a concrete arch is required , the pipe shall be embedded in carefully compacted Type 1 material having a minimum thickness equal to 1 /4 the outside pipe diameter or to a minimum of four inches under the barrel , which ever is greater, and extending up the sides for a height equal to 1 /2 of the outside pipe diameter. The top half of the pike shall be covered with a monolithic Class C concrete arch having a . minimum thickness equal to 1 /4 the outside diameter of the pipe or a minimum of four inches over the crown of the pipe , whichever is greater, and extending down the sides for a depth equal to 1 /2 of the outside pipe diameter. The arch shall have an over all width equal to 1 1 /4 of the outside diameter of the pipe or a minimum width equal to the outside diameter of the pipe plus eight inches , whichever is greater. B) CLASS B (FIRST-CLASS BEDDING ) 1 ) Where Class B Bedding is required , the trench shall be excavated below the planned bottom of the pipe to a depth equal to 1 /4 the nominal diameter of the pipe , or 6 inches , whichever is greater. The over excavated depth shall be backfilled using either Type 1 or Type 3 materials carefully compacted and shaped using hand tools so as to provide a uniform support for the lower portion of the pipe barrel . Shaping under the pipe bells shall be so that the bell does not support the pipe and joints can be made without bedding material interference . 2 ) At the option of the Contractor, Class B Bedding may be used in place of Class C (Ordinary Bedding ) provided that the exercise of this option shall create no additional expense to the Owner. The Contractor shall notify the Engineer in writing of those portions of the project on which he proposes to exercise this option . C) CLASS C (ORDINARY BEDDING ) 1 ) The bottom of the trench shall be hand shaped to provide a firm bedding for the utility pipe . The utility shall be firmly bedded in undisturbed firm soil . The bedding shall be shaped so that the pipe will be in continuous contact therewith for its full length and shall provide a minimum bottom segment for the pipe equal to 0 . 6 of the outside diameter of the barrel . Excavation under the bell shall be sufficient so that the bell does not support the pipe and the joint can be made without interference . D) UNSUITABLE BEDDING MATERIAL 1 ) Class C Bedding shall be used for all pipeline construction unless otherwise shown on the Drawings or unless unsuitable material is encountered at the bedding surface . In the event that the materials encountered at normal bottom of trench excavation are , in the judgment of the Engineer, unsuitable to act as foundation for the pipe , such material shall be excavated for the full width of the trench to the depth necessary to obtain a suitable foundation . The Engineer will notify the Contractor, in writing , of the necessity for and extent of the material to be removed and the Contractor shall remove such unsuitable material as soon as possible - D-3-3 and backfill in accordance with the requirements for Class B Bedding . All unsuitable material shall be disposed of by the Contractor. 8 ) PIPE TRENCH BACKFILL A) INITIAL BACKFILL 1 ) Initial backfill shall be placed as soon as possible after laying the pipe and shall maintain a pace with the pipe laying so that no more than fine pipe joints separate laying and backfilling operations . Initial back fill shall include all haunching and backfill from the top of the bedding to a compacted depth of twelve inches over the pipe . All haunching and backfilling shall be done in the dry . 2) Initial backfill shall be done as specified below: (A) Haunching of the pipe shall be by hand , placement and compaction of material in maximum 4 inch layers from the bottom of the trench to the springline of the pipe , taking care to fill all voids below and around the pipe . Backfilling shall be carefully continued in layers not exceeding 6 inches in thickness for the full trench width until the compacted fill is 12 inches above the top of the pipe . ( B) During initial backfilling the fill shall be deposited evenly along both sides of the pipe from a height not to exceed 2 feet above the top of pipe , and fill shall not be dropped directly on the unprotected pipe surface . ( C ) Where thrust blocks , encasement , or other cast- in-place concrete items are below grade , no backfilling shall start until the specific items have been inspected and approved by the Engineer or his authorized representative . ( D) The backfill to one foot above the top of the utility shall be thoroughly compacted with curved end tamping bars under and on each side of the pipe and flat tamped between the pipe and trench wall and shall be completed before the remainder of the trench is backfilled . Initial backfill shall be compacted to 100 percent of maximum density as determined by AASHTO T- 180 . No subsequent backfill will be permitted until the initial backfill has been accepted by the Engineer or his authorized representative . B) SUBSEQUENT BACKFILL 1 ) Subsequent backfill is that backfill between the initial backfill and the finished ground level or bottom of subbase . 2 ) Subsequent backfill material shall be placed full trench width in horizontal layers not exceeding 12 inches loose depth and compacted by power-operated tampers , rollers , or vibratory equipment to a density equal to 98 percent of the maximum density as determined by AASHTO T- 180 for pipe placed under and adjacent to roadways or paved surfaces , and 95 percent under areas where no pavement is to be constructed and vehicular traffic is not to pass over the pipe . Each layer shall be compacted to the specified density prior to placing subsequent layers . The thickness of the loose layer maybe increased when in - place density tests show that the specified density can be obtained . C) BACKFILL MATERIAL 1 ) Type 2 material shall be used for initial backfill and subsequent backfill with the following conditions : Initial backfill shall be predominately sandy material free from rock or stone greater than 1 1 /2 inches diameter, and the maximum allowable dimension of a stone or rock fragment for subsequent backfill shall be 6 inches . If in the opinion of the Engineer the Type 2 material will not provide adequate and uniform support for load distribution to the pipe , the Contractor shall obtain and place either Type 1 or Type 3 backfill as determined by the Engineer. D-3-4 12 ) AS - BUILT DRAWINGS A) During the installation of - Drainage Pipe and Structures the Contractor shall keep accurate records of the As-Built construction showing the location of all changes in alignment , services , utility crossings , and similar data . Items shall be located from permanent objects such as centerline of street , manholes , valves , etc . Upon completion of the project the Contractor shall deliver to the Engineer an As-Built Drawing showing the above information . I i f D-3-7 WATER MAINS 1 ) GENERAL A) Scope The work to be performed under this Item shall include the furnishing of all materials , equipment and labor required for the installation of water mains as herein described and as shown on the Plans . The Contractor shall perform all excavation , backfilling , compacting , testing and related work required for the construction of these water mains in accordance with the provisions set forth under the applicable items of this Specification . B) References Constructed per Indian River County Requirements and Specifications per latest revision . PW- 1 - 1 MISCELLANEOUS APPURTENANCES 1 ) GENERAL A) All of the types of valves and appurtenances shall be products of well established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished . The equipment shall be designed , constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable , B) All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. 2 ) FIRE HYDRANTS A) Hydrants shall be traffic model , compression type , 5- 1 /4 inch valve , opening left, with one 4- 1 /2 inch pumper nozzle and two 2- 1 /2 inch hose nozzles ( National Standards Threads ) . Hydrants shall have , mechanical joint 6" inlet connection and National Standard pentagon opening nut . Hydrants shall be American Darling , model B-84-B or Mueller, model A423 . Hydrants shall meet or exceed the requirements of AWWA C502 . All hydrants shall be painted M-F red . Hydrants and associated gate valves shall be connected to the main using anchoring fittings , stainless steel tie rods , or other approved restraining devices . PW-3- 1 TESTING AND DISINFECTING WATER MAINS 1 ) DISINFECTING POTABLE WATER PIPELINES A) Before pressure testing against existing water system valves , or before being placed into service , all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA " Standard Procedure for Disinfecting Water Mains . " The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as shown on the Drawings . Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor as required . B) The pressure required for the field hydrostatic pressure test shall be 50 percent above the normal working pressure but not less than 150 psi . The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure . Corporation cocks at least 3/4-inches in diameter, pipe riser and angle globe valves shall be provided at each pipe dead-end in order to bleed air from the line . Duration of pressure test shall be at least 2 hours . The cost of these items shall be included as a part of testing. C) The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than 2 hours duration . All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines which fail to meet tests shall be repaired and retested as necessary until test requirements are complied with . Defective materials , pipes , valves and accessories shall be removed and replaced . The pipe section to be tested shall be between valves or in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required . In no case shall the section of line to be hydrostatically tested exceed 2000 feet in length . The line shall be filled with water and all air removed and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure . The amount of water required is a measure of the leakage . D) The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test , unless otherwise directed by the Engineer. Any damage to the pipe coating shall be repaired by the Contractor. Lines shall be totally free and clean prior to final acceptance . E) The Engineer or the Engineer' s representative must be present during testing . 2 ) PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A) Hydrostatic pressure and leakage tests for ductile iron pipe shall conform with Section 4 of AWWA C-600 Specification with the exception that the Contractor shall furnish all gauges , meters , pressure pumps and other equipment needed to test the line . Engineer shall be present during all testing , and final inspections . PVC pipe shall be tested in accordance with the applicable sections of AWWA M23 . No hydrostatic testing against existing system valves shall be allowed until the section to be tested has been bacteriologically cleared . B) The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines , and then introduce chlorine in approved dosages in accordance with Table 11 - 1 through a tap at one end , while water is being withdrawn at the other end of the line . The chlorine solution shall remain in the pipeline for no less than 24 hours . C) Following the chlorination period , all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution system . Bacteriological sampling and analysis of the replacement water shall then be made in the presence of the Engineer in full accordance with the AWWA Manual C -651 . The Contractor will be required to re-chlorinate , if PW-4- 1 GATE VALVES 1 ) SCOPE A) General The work to be performed under this item shall include furnishing and installing gate valves as specified by the Engineer and as shown on the Plans . B) References Constructed per Indian River County Requirements and Specifications per latest revision . PWA -2 WATER MAINS 1 ) GENERAL A) Scope The work to be performed under this Item shall include the furnishing of all materials , equipment and labor required for the installation of water mains as herein described and as shown on the Plans . The Contractor shall perform all excavation , backfilling , compacting , testing and related work required for the construction of these water mains in accordance with the provisions set forth under the applicable items of this Specification . B) References Constructed per Indian River County Requirements and Specifications per latest revision . PW- 1 - 1 2) All excavated material not suitable for backfill shall be placed on site at an acceptable location , by Owner, or hauled off the job at the price set forth in the accepted Bid Documents . All material that is brought in from other sources for backfill shallbe at the price set forth in the Contract. 3) Excavated material to be used for backfill shall be neatly deposited at the sides of the trenches where space is available to protect against caving or sloughing into the trench . Where stockpiling of excavated material is required , the Contractor shall coordinate the site location with the Engineer and shall maintain his operations to provide for natural drainage and not present an unsightly appearance . No excavated material shall be placed on private property without the consent of the property owner. j D) COMPACTION METHODS 1 ) Mechanical compaction shall be accomplished using pneumatic or gasoline-powered tampers or flat-plate vibrators , with the exception that the first two feet of backfilling over the pipe shall i be compacted by hand-operated tamping devices . 2 ) Flooding or puddling with water to consolidate backfill is not acceptable , except where sand is { encountered below unpaved areas only , and only with prior approval by the Engineer. The flooding or puddling operation shall be repeated with each two feet of backfill placed . E ) DENSITY TESTS 1 ) The Contractor shall arrange to have sufficient soil tests made by an independent testing laboratory selected by the Engineer to demonstrate conformance of his work with the stability and compaction levels required by these specifications . Compaction tests shall be taken at intervals listed herein or as deemed necessary by the Engineer. 2 ) Any proposed alternative test methods to those specified herein must be approved by the Engineer prior to testing . At the request of the Engineer, the Contractor shall provide such documentation of a proposed alternative test method as the Engineer may require to evaluate the method for approval . 3) In no case shall the Contractor proceed with construction on compacted material until the tests prove satisfactory and approval is given by the Engineer. 4) In general , at least one test for maximum dry density/optimum moisture content shall be performed on a representative sample of each inherently different material to be used for compacted backfill or embankment fill . For material of uniform composition and textural class , a minimum of one test per 200 cu , yd . of material shall be performed at the point of use . 5) Generally , in-place density tests shall be performed at approximately 20 foot intervals ; one each side of pipe for each 12 inch lift . Additional density tests may be required by the j Engineer. If any tests results are unsatisfactory , the Contractor shall re-excavate and recompact the backfill at his expense until the required compaction is obtained . 9 ) PIPE SYSTEM LAYING AND JOINTING j A) GENERAL j 1 ) Unless otherwise specified herein or directed by the Engineer, all pipe and fittings shall be laid and joined in accordance with the appropriate manufacturer's directions with regard to allowable barrel and joint deflection , spigot seating depth , gasket placement, lubrication , bolt torque , field cutting/trimming , and pushing/pulling methods for joint assembly . 2) Prior to placing in the trench , each pipe section , joint , and fitting shall be checked for damage or defects such as cracks , blisters , coating/lining separation , gouges , and the like . Any damage or defective materials found shall not be installed unless approved by the Engineer, I� and shall be marked " REJECTED" and immediately removed from the work site . i D-3-5 i 3) Prior to installation , the interior of all pipe and fittings shall be inspected for debris , sediment accumulation , sand , and the like , and shall be cleaned as required to remove such foreign matter. Joint surfaces such as gaskets , gasket grooves , spigots, and bells shall be cleaned of sand and grit prior to joining . 4) Gasket lubricants shall be stored and applied in a manner that will prevent significant contamination or pick-up of sand and grit . 5) The pipe spigot shall be centered in and aligned with its mating bell prior to insertion and forced evenly in a straight line to seating depth , taking care not to over- bell the joint . Where required , deflections shall be made after the joint is seated . 6) Joining shall generally be done by hand or by hush- bar with a cushion block whenever pipe size and weight permit. When a mechanical pushing/pulling device such as chain -puller, come-along , and the like is required , the device shall be used in a manner that will not deform gouge , chip , or otherwise damage the pipe or cause significant disturbance of the prepared bedding . In no case shall joints be made by "popping-on" or swinging the spigot into the bell to seat the joint . 7 ) Fittings and appurtenances shall be fully, independently supported on the bedding or on a permanent foundation so as not to bear on the pipe upon completion of the installation . 8 ) The installed piping system shall be kept free of dirt, trench water, and other foreign matter during the progress of the work, and all open ends of the line shall be sealed with watertight plugs whenever work is not in progress . 9) Empty installed pipe shall be secured against flotation due to potential trench flooding by timely placement of sufficient backfill or approved anchoring devices sufficient to resist pipe buoyancy . 10 ) INSTALLATION OF FITTINGS A) Fittings , plugs , and caps shall be set and jointed to pipe in the manner heretofore specified for cleaning , laying and jointing pipe . 11 ) INSTALLATION OF DRAINAGE STRUCTURES A) Excavation for drainage structures shall be of sufficient size to permit construction of the structure to progress without hindrance from the walls of the excavation or from sloughed materials . No less than 12 inches clearance shall be provided between excavation walls and walls of the structure . If soil conditions encountered at the bottom of the excavation would in the sole opinion of the Engineer be unsuitable for foundation , the Contractor shall remove and dispose of the unsuitable material to the depth where suitable bearing can be obtained . The determination of the necessity for and the extent of additional excavation shall be made by the Engineer, who shall inform the Contractor in writing regarding such necessity and the extent. This excavation shall then be backfilled to the appropriate grade with Type 1 or Type 3 backfill material , placed in 8 inch layers and compacted to a density equal to 100 percent of the maximum density as determined by AASHTO T180 , B) Installation of drainage structures shall conform to the details as shown on the Drawings and , unless otherwise specified , shall conform with Section 425 of the 1986 Edition of the Florida D . O . T . Standard Specifications for Road and Bridge Construction . Backfill shall be placed in lifts not to exceed 12 inches loose depth and compacted to 95 percent of maximum density per AASHTO T- 180 in unpaved areas and to required subgrade density in areas of paving or curbing . C ) Backfill shall not be placed against cast-in-place concrete structures until the concrete has attained sufficient strength to resist the load without damage , and in no case , less than seven days after the concrete was placed . D -3-6 GATE VALVES 1 ) SCOPE A) General The work to be performed under this item shall include furnishing and installing gate valves as specified by the Engineer and as shown on the Plans . B) References Constructed per Indian River County Requirements and Specifications per latest revision . PWA -2 MISCELLANEOUS APPURTENANCES 1 ) GENERAL A) All of the types of valves and appurtenances shall be products of well established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished . The equipment shall be designed , constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable , B) All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. 2 ) FIRE HYDRANTS A) Hydrants shall be traffic model , compression type , 5- 1 /4 inch valve , opening left, with one 4- 1 /2 inch pumper nozzle and two 2- 1 /2 inch hose nozzles ( National Standards Threads ) . Hydrants shall have , mechanical joint 6" inlet connection and National Standard pentagon opening nut . Hydrants shall be American Darling , model B-84-B or Mueller, model A423 . Hydrants shall meet or exceed the requirements of AWWA C502 . All hydrants shall be painted M-F red . Hydrants and associated gate valves shall be connected to the main using anchoring fittings , stainless steel tie rods , or other approved restraining devices . PW-3- 1 necessary . The line shall not be placed in service until the requirements of the State and County Public Health Department are met, D) Special disinfecting procedures shall be used in connections to existing mains, and where the method outlined above is not practical . E ) The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Health and Rehabilitative Service ( HRS) for the collection and examination of samples of water from disinfected water mains . These samples shall be examined for compliance with HRS requirements . Sampling shall be made daily and continuously until two successive examinations are found satisfactory. Should three examinations be found unsatisfactory , the line shall be flushed and disinfected again . Certified copies of all laboratory analyses shall be provided to the Owner. The cost of all sampling , flushing , and disinfecting shall be included in the contract price and no additional charge shall be made to the Owner for this work . County personnel shall operate all valves and be present to determine volume of water used for flushing . TABLE 11 - 1 Chlorine Required to Produce 25-mg/L Concentration in 100 ft . of Pipe by Diameter Pipe 100- Percent 1 - Percent Diameter Chlorine Chlorine Solution ( in . ) Lb . (gal . ) ----------------- 4 0 . 013 0 . 16 6 0 . 030 0 . 36 8 0 . 054 0 . 65 10 0 . 085 1 . 02 12 0 . 120 1 . 44 16 0 . 217 2 . 60 PW-4-2 GRAVITY SEWER PIPING 1 ) GENERAL A) Scope The work to be performed under this item shall include the selling and delivering and the installing of polyvinyl chloride gravity sewer mainline pipe and service laterals as herein specified. Installation of service laterals shall follow the installation of service wye or tee in the main within seven (7) calendar days . B) References Constructed per Indian River County Requirements and Specifications per latest revision. GS - 1 - 1 TESTING AND DISINFECTING WATER MAINS 1 ) DISINFECTING POTABLE WATER PIPELINES A) Before pressure testing against existing water system valves , or before being placed into service , all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA " Standard Procedure for Disinfecting Water Mains . " The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as shown on the Drawings . Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor as required . B) The pressure required for the field hydrostatic pressure test shall be 50 percent above the normal working pressure but not less than 150 psi . The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure . Corporation cocks at least 3/4-inches in diameter, pipe riser and angle globe valves shall be provided at each pipe dead-end in order to bleed air from the line . Duration of pressure test shall be at least 2 hours . The cost of these items shall be included as a part of testing. C) The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than 2 hours duration . All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines which fail to meet tests shall be repaired and retested as necessary until test requirements are complied with . Defective materials , pipes , valves and accessories shall be removed and replaced . The pipe section to be tested shall be between valves or in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required . In no case shall the section of line to be hydrostatically tested exceed 2000 feet in length . The line shall be filled with water and all air removed and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure . The amount of water required is a measure of the leakage . D) The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test , unless otherwise directed by the Engineer. Any damage to the pipe coating shall be repaired by the Contractor. Lines shall be totally free and clean prior to final acceptance . E) The Engineer or the Engineer' s representative must be present during testing . 2 ) PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A) Hydrostatic pressure and leakage tests for ductile iron pipe shall conform with Section 4 of AWWA C-600 Specification with the exception that the Contractor shall furnish all gauges , meters , pressure pumps and other equipment needed to test the line . Engineer shall be present during all testing , and final inspections . PVC pipe shall be tested in accordance with the applicable sections of AWWA M23 . No hydrostatic testing against existing system valves shall be allowed until the section to be tested has been bacteriologically cleared . B) The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines , and then introduce chlorine in approved dosages in accordance with Table 11 - 1 through a tap at one end , while water is being withdrawn at the other end of the line . The chlorine solution shall remain in the pipeline for no less than 24 hours . C) Following the chlorination period , all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution system . Bacteriological sampling and analysis of the replacement water shall then be made in the presence of the Engineer in full accordance with the AWWA Manual C -651 . The Contractor will be required to re-chlorinate , if PW-4- 1 MISCELLANEOUS APPURTENANCES 1 ) GENERAL A) All of the types of valves and appurtenances shall be products of well established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished . The equipment shall be designed , constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable , B) All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. 2 ) FIRE HYDRANTS A) Hydrants shall be traffic model , compression type , 5- 1 /4 inch valve , opening left, with one 4- 1 /2 inch pumper nozzle and two 2- 1 /2 inch hose nozzles ( National Standards Threads ) . Hydrants shall have , mechanical joint 6" inlet connection and National Standard pentagon opening nut . Hydrants shall be American Darling , model B-84-B or Mueller, model A423 . Hydrants shall meet or exceed the requirements of AWWA C502 . All hydrants shall be painted M-F red . Hydrants and associated gate valves shall be connected to the main using anchoring fittings , stainless steel tie rods , or other approved restraining devices . PW-3- 1 12 ) AS - BUILT DRAWINGS A) During the installation of - Drainage Pipe and Structures the Contractor shall keep accurate records of the As-Built construction showing the location of all changes in alignment , services , utility crossings , and similar data . Items shall be located from permanent objects such as centerline of street , manholes , valves , etc . Upon completion of the project the Contractor shall deliver to the Engineer an As-Built Drawing showing the above information . I i f D-3-7 WATER MAINS 1 ) GENERAL A) Scope The work to be performed under this Item shall include the furnishing of all materials , equipment and labor required for the installation of water mains as herein described and as shown on the Plans . The Contractor shall perform all excavation , backfilling , compacting , testing and related work required for the construction of these water mains in accordance with the provisions set forth under the applicable items of this Specification . B) References Constructed per Indian River County Requirements and Specifications per latest revision . PW- 1 - 1 TESTING AND DISINFECTING WATER MAINS 1 ) DISINFECTING POTABLE WATER PIPELINES A) Before pressure testing against existing water system valves , or before being placed into service , all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA " Standard Procedure for Disinfecting Water Mains . " The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as shown on the Drawings . Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor as required . B) The pressure required for the field hydrostatic pressure test shall be 50 percent above the normal working pressure but not less than 150 psi . The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure . Corporation cocks at least 3/4-inches in diameter, pipe riser and angle globe valves shall be provided at each pipe dead-end in order to bleed air from the line . Duration of pressure test shall be at least 2 hours . The cost of these items shall be included as a part of testing. C) The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than 2 hours duration . All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines which fail to meet tests shall be repaired and retested as necessary until test requirements are complied with . Defective materials , pipes , valves and accessories shall be removed and replaced . The pipe section to be tested shall be between valves or in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required . In no case shall the section of line to be hydrostatically tested exceed 2000 feet in length . The line shall be filled with water and all air removed and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure . The amount of water required is a measure of the leakage . D) The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test , unless otherwise directed by the Engineer. Any damage to the pipe coating shall be repaired by the Contractor. Lines shall be totally free and clean prior to final acceptance . E) The Engineer or the Engineer' s representative must be present during testing . 2 ) PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A) Hydrostatic pressure and leakage tests for ductile iron pipe shall conform with Section 4 of AWWA C-600 Specification with the exception that the Contractor shall furnish all gauges , meters , pressure pumps and other equipment needed to test the line . Engineer shall be present during all testing , and final inspections . PVC pipe shall be tested in accordance with the applicable sections of AWWA M23 . No hydrostatic testing against existing system valves shall be allowed until the section to be tested has been bacteriologically cleared . B) The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines , and then introduce chlorine in approved dosages in accordance with Table 11 - 1 through a tap at one end , while water is being withdrawn at the other end of the line . The chlorine solution shall remain in the pipeline for no less than 24 hours . C) Following the chlorination period , all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution system . Bacteriological sampling and analysis of the replacement water shall then be made in the presence of the Engineer in full accordance with the AWWA Manual C -651 . The Contractor will be required to re-chlorinate , if PW-4- 1 necessary . The line shall not be placed in service until the requirements of the State and County Public Health Department are met, D) Special disinfecting procedures shall be used in connections to existing mains, and where the method outlined above is not practical . E ) The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Health and Rehabilitative Service ( HRS) for the collection and examination of samples of water from disinfected water mains . These samples shall be examined for compliance with HRS requirements . Sampling shall be made daily and continuously until two successive examinations are found satisfactory. Should three examinations be found unsatisfactory , the line shall be flushed and disinfected again . Certified copies of all laboratory analyses shall be provided to the Owner. The cost of all sampling , flushing , and disinfecting shall be included in the contract price and no additional charge shall be made to the Owner for this work . County personnel shall operate all valves and be present to determine volume of water used for flushing . TABLE 11 - 1 Chlorine Required to Produce 25-mg/L Concentration in 100 ft . of Pipe by Diameter Pipe 100- Percent 1 - Percent Diameter Chlorine Chlorine Solution ( in . ) Lb . (gal . ) ----------------- 4 0 . 013 0 . 16 6 0 . 030 0 . 36 8 0 . 054 0 . 65 10 0 . 085 1 . 02 12 0 . 120 1 . 44 16 0 . 217 2 . 60 PW-4-2 ' r GRAVITY SEWER MANHOLES 1 ) GENERAL A) Scope The work to be performed under this item shall include the furnishing of all materials , equipment and labor required for the installation of precast gravity sewer manholes as herein described and as shown on the Plans . The Contractor shall perform all excavation , backfilling , and related work required for the construction of the gravity sewer manholes in accordance with the provisions set forth under the applicable items of this Specification . B ) References Constructed per Indian River County Requirements and Specifications per latest revision . GS-2- 1 1 APPURTENANCES FOR GRAVITY SEWER SERVICES 1 ) SCOPE This section describes the materials for appurtenances to be used in construction of gravity sewerage services as shown on the Plans and specified . 2 ) SEWER CONNECTIONS AT MANHOLES PVC pipe must enter the manhole through a manhole coupling as manufactured by Kor- N-Seal , Inc . or approved equal . 3 ) CLEAN OUTS Cleanouts shall be provided where shown or specified . Cleanout opening for pipe 8 inches or larger in diameter shall be not less than 6 inches in diameter . Cleanout openings for pipe less than 8 inches in diameter shall be of the same diameter as the pipe . Cleanouts shall be as detailed on the Drawings . i i I i i I i i 4 I i i i i i GS -3- 1 i GRAVITY SEWER PIPING 1 ) GENERAL A) Scope The work to be performed under this item shall include the selling and delivering and the installing of polyvinyl chloride gravity sewer mainline pipe and service laterals as herein specified. Installation of service laterals shall follow the installation of service wye or tee in the main within seven (7) calendar days . B) References Constructed per Indian River County Requirements and Specifications per latest revision. GS - 1 - 1 necessary . The line shall not be placed in service until the requirements of the State and County Public Health Department are met, D) Special disinfecting procedures shall be used in connections to existing mains, and where the method outlined above is not practical . E ) The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Health and Rehabilitative Service ( HRS) for the collection and examination of samples of water from disinfected water mains . These samples shall be examined for compliance with HRS requirements . Sampling shall be made daily and continuously until two successive examinations are found satisfactory. Should three examinations be found unsatisfactory , the line shall be flushed and disinfected again . Certified copies of all laboratory analyses shall be provided to the Owner. The cost of all sampling , flushing , and disinfecting shall be included in the contract price and no additional charge shall be made to the Owner for this work . County personnel shall operate all valves and be present to determine volume of water used for flushing . TABLE 11 - 1 Chlorine Required to Produce 25-mg/L Concentration in 100 ft . of Pipe by Diameter Pipe 100- Percent 1 - Percent Diameter Chlorine Chlorine Solution ( in . ) Lb . (gal . ) ----------------- 4 0 . 013 0 . 16 6 0 . 030 0 . 36 8 0 . 054 0 . 65 10 0 . 085 1 . 02 12 0 . 120 1 . 44 16 0 . 217 2 . 60 PW-4-2 GATE VALVES 1 ) SCOPE A) General The work to be performed under this item shall include furnishing and installing gate valves as specified by the Engineer and as shown on the Plans . B) References Constructed per Indian River County Requirements and Specifications per latest revision . PWA -2 MISCELLANEOUS APPURTENANCES 1 ) GENERAL A) All of the types of valves and appurtenances shall be products of well established reputable firms who are fully experienced and qualified in the manufacture of the particular equipment to be furnished . The equipment shall be designed , constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable , B) All valves and appurtenances shall have the name of the maker and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. 2 ) FIRE HYDRANTS A) Hydrants shall be traffic model , compression type , 5- 1 /4 inch valve , opening left, with one 4- 1 /2 inch pumper nozzle and two 2- 1 /2 inch hose nozzles ( National Standards Threads ) . Hydrants shall have , mechanical joint 6" inlet connection and National Standard pentagon opening nut . Hydrants shall be American Darling , model B-84-B or Mueller, model A423 . Hydrants shall meet or exceed the requirements of AWWA C502 . All hydrants shall be painted M-F red . Hydrants and associated gate valves shall be connected to the main using anchoring fittings , stainless steel tie rods , or other approved restraining devices . PW-3- 1 GRAVITY SEWER PIPING 1 ) GENERAL A) Scope The work to be performed under this item shall include the selling and delivering and the installing of polyvinyl chloride gravity sewer mainline pipe and service laterals as herein specified. Installation of service laterals shall follow the installation of service wye or tee in the main within seven (7) calendar days . B) References Constructed per Indian River County Requirements and Specifications per latest revision. GS - 1 - 1 ' r GRAVITY SEWER MANHOLES 1 ) GENERAL A) Scope The work to be performed under this item shall include the furnishing of all materials , equipment and labor required for the installation of precast gravity sewer manholes as herein described and as shown on the Plans . The Contractor shall perform all excavation , backfilling , and related work required for the construction of the gravity sewer manholes in accordance with the provisions set forth under the applicable items of this Specification . B ) References Constructed per Indian River County Requirements and Specifications per latest revision . GS-2- 1 f TESTING OF GRAVITY SEWER SYSTEM 1 ) SCOPE A) This Section describes the procedural , material , and acceptance requirements for cleaning and testing of gravity sewer systems with regard to quality , alignment, tightness , and overall integrity of the installed system . 2) GENERAL A) The Contractor shall furnish all labor, materials , transportation , pumps , gauges , and equipment necessary to test the installed pipe system as required by these Specifications . B) The Contractor shall notify the Engineer at least 24 hours in advance of all acceptance testing to be performed . No testing for acceptance of the work shall begin until the Engineer or his authorized representative is present . C) At least 3 business days prior to conducting each item of work under this Section , the Contractor shall submit to the Engineer for approval a description of the specific equipment , materials , and procedures to be used , plus identification of proposed water source (s) , testing . Lab ( s) and field analysis kit (s) as applicable to the particular work item . 3 ) TELEVISION INSPECTION A) Upon completion of construction , gravity sewer mainlines shall be inspected using a T . V . camera , The Contractor shall provide T . V . inspection and provide the proper agency with a Film of the inspection for their use . Any sand or dirt found in the sewers shall be removed by the Contractor. All leaking joints or fittings shall be replaced , encased with concrete , or sealed from the inside with grout as determined by the Engineer. All cracked or defective pipe shall be replaced by the Contractor. 4) INFILTRATION/EXFILTRATION A) The Contractor shall perform infiltration/exfiltration testing of the gravity sewer system . Allowable leakage shall not exceed 100 gallons per day per inch of diameter per mile for PVC and ductile iron pipe under a minimum hydrostatic head difference of 2 feet between the pipe interior and exterior at the crown of the pipe . 5 ) ALIGNMENT A) The Contractor shall perform tamping of the gravity sewer system between manholes and/or cleanouts upon completion of backfilling . No visible distortion or reduction from full inside diameter of pipe due to unauthorized curvature , sagging/hogging , flattening , or obstruction shall be allowed . GS -4- 1 , APPENDIX ` B ' Location Map 1 APPURTENANCES FOR GRAVITY SEWER SERVICES 1 ) SCOPE This section describes the materials for appurtenances to be used in construction of gravity sewerage services as shown on the Plans and specified . 2 ) SEWER CONNECTIONS AT MANHOLES PVC pipe must enter the manhole through a manhole coupling as manufactured by Kor- N-Seal , Inc . or approved equal . 3 ) CLEAN OUTS Cleanouts shall be provided where shown or specified . Cleanout opening for pipe 8 inches or larger in diameter shall be not less than 6 inches in diameter . Cleanout openings for pipe less than 8 inches in diameter shall be of the same diameter as the pipe . Cleanouts shall be as detailed on the Drawings . i i I i i I i i 4 I i i i i i GS -3- 1 i ' r GRAVITY SEWER MANHOLES 1 ) GENERAL A) Scope The work to be performed under this item shall include the furnishing of all materials , equipment and labor required for the installation of precast gravity sewer manholes as herein described and as shown on the Plans . The Contractor shall perform all excavation , backfilling , and related work required for the construction of the gravity sewer manholes in accordance with the provisions set forth under the applicable items of this Specification . B ) References Constructed per Indian River County Requirements and Specifications per latest revision . GS-2- 1 TESTING AND DISINFECTING WATER MAINS 1 ) DISINFECTING POTABLE WATER PIPELINES A) Before pressure testing against existing water system valves , or before being placed into service , all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA " Standard Procedure for Disinfecting Water Mains . " The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as shown on the Drawings . Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor as required . B) The pressure required for the field hydrostatic pressure test shall be 50 percent above the normal working pressure but not less than 150 psi . The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure . Corporation cocks at least 3/4-inches in diameter, pipe riser and angle globe valves shall be provided at each pipe dead-end in order to bleed air from the line . Duration of pressure test shall be at least 2 hours . The cost of these items shall be included as a part of testing. C) The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than 2 hours duration . All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage as shown by test. Lines which fail to meet tests shall be repaired and retested as necessary until test requirements are complied with . Defective materials , pipes , valves and accessories shall be removed and replaced . The pipe section to be tested shall be between valves or in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required . In no case shall the section of line to be hydrostatically tested exceed 2000 feet in length . The line shall be filled with water and all air removed and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure . The amount of water required is a measure of the leakage . D) The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before starting the test. The Contractor shall remove and adequately dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test , unless otherwise directed by the Engineer. Any damage to the pipe coating shall be repaired by the Contractor. Lines shall be totally free and clean prior to final acceptance . E) The Engineer or the Engineer' s representative must be present during testing . 2 ) PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A) Hydrostatic pressure and leakage tests for ductile iron pipe shall conform with Section 4 of AWWA C-600 Specification with the exception that the Contractor shall furnish all gauges , meters , pressure pumps and other equipment needed to test the line . Engineer shall be present during all testing , and final inspections . PVC pipe shall be tested in accordance with the applicable sections of AWWA M23 . No hydrostatic testing against existing system valves shall be allowed until the section to be tested has been bacteriologically cleared . B) The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines , and then introduce chlorine in approved dosages in accordance with Table 11 - 1 through a tap at one end , while water is being withdrawn at the other end of the line . The chlorine solution shall remain in the pipeline for no less than 24 hours . C) Following the chlorination period , all treated water shall be flushed from the lines at their extremities and replaced with water from the distribution system . Bacteriological sampling and analysis of the replacement water shall then be made in the presence of the Engineer in full accordance with the AWWA Manual C -651 . The Contractor will be required to re-chlorinate , if PW-4- 1 necessary . The line shall not be placed in service until the requirements of the State and County Public Health Department are met, D) Special disinfecting procedures shall be used in connections to existing mains, and where the method outlined above is not practical . E ) The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Health and Rehabilitative Service ( HRS) for the collection and examination of samples of water from disinfected water mains . These samples shall be examined for compliance with HRS requirements . Sampling shall be made daily and continuously until two successive examinations are found satisfactory. Should three examinations be found unsatisfactory , the line shall be flushed and disinfected again . Certified copies of all laboratory analyses shall be provided to the Owner. The cost of all sampling , flushing , and disinfecting shall be included in the contract price and no additional charge shall be made to the Owner for this work . County personnel shall operate all valves and be present to determine volume of water used for flushing . TABLE 11 - 1 Chlorine Required to Produce 25-mg/L Concentration in 100 ft . of Pipe by Diameter Pipe 100- Percent 1 - Percent Diameter Chlorine Chlorine Solution ( in . ) Lb . (gal . ) ----------------- 4 0 . 013 0 . 16 6 0 . 030 0 . 36 8 0 . 054 0 . 65 10 0 . 085 1 . 02 12 0 . 120 1 . 44 16 0 . 217 2 . 60 PW-4-2 1 APPURTENANCES FOR GRAVITY SEWER SERVICES 1 ) SCOPE This section describes the materials for appurtenances to be used in construction of gravity sewerage services as shown on the Plans and specified . 2 ) SEWER CONNECTIONS AT MANHOLES PVC pipe must enter the manhole through a manhole coupling as manufactured by Kor- N-Seal , Inc . or approved equal . 3 ) CLEAN OUTS Cleanouts shall be provided where shown or specified . Cleanout opening for pipe 8 inches or larger in diameter shall be not less than 6 inches in diameter . Cleanout openings for pipe less than 8 inches in diameter shall be of the same diameter as the pipe . Cleanouts shall be as detailed on the Drawings . i i I i i I i i 4 I i i i i i GS -3- 1 i f TESTING OF GRAVITY SEWER SYSTEM 1 ) SCOPE A) This Section describes the procedural , material , and acceptance requirements for cleaning and testing of gravity sewer systems with regard to quality , alignment, tightness , and overall integrity of the installed system . 2) GENERAL A) The Contractor shall furnish all labor, materials , transportation , pumps , gauges , and equipment necessary to test the installed pipe system as required by these Specifications . B) The Contractor shall notify the Engineer at least 24 hours in advance of all acceptance testing to be performed . No testing for acceptance of the work shall begin until the Engineer or his authorized representative is present . C) At least 3 business days prior to conducting each item of work under this Section , the Contractor shall submit to the Engineer for approval a description of the specific equipment , materials , and procedures to be used , plus identification of proposed water source (s) , testing . Lab ( s) and field analysis kit (s) as applicable to the particular work item . 3 ) TELEVISION INSPECTION A) Upon completion of construction , gravity sewer mainlines shall be inspected using a T . V . camera , The Contractor shall provide T . V . inspection and provide the proper agency with a Film of the inspection for their use . Any sand or dirt found in the sewers shall be removed by the Contractor. All leaking joints or fittings shall be replaced , encased with concrete , or sealed from the inside with grout as determined by the Engineer. All cracked or defective pipe shall be replaced by the Contractor. 4) INFILTRATION/EXFILTRATION A) The Contractor shall perform infiltration/exfiltration testing of the gravity sewer system . Allowable leakage shall not exceed 100 gallons per day per inch of diameter per mile for PVC and ductile iron pipe under a minimum hydrostatic head difference of 2 feet between the pipe interior and exterior at the crown of the pipe . 5 ) ALIGNMENT A) The Contractor shall perform tamping of the gravity sewer system between manholes and/or cleanouts upon completion of backfilling . No visible distortion or reduction from full inside diameter of pipe due to unauthorized curvature , sagging/hogging , flattening , or obstruction shall be allowed . GS -4- 1 w Location Map jjl ■ � ■�' r L -- North I 1 12TH y Y I i = ` _STH' .S s►• `- ` P rwi — Lagoon Greenway __. ATHI 81 . Subject Property J. :LLL I ( slli Till � it L AlA N I { Fill It 3 4 I d ' APPENDIX ` C ' REGULATORY REQUIREMENTS AND NOTIFICATION i , APPENDIX ` B ' Location Map f TESTING OF GRAVITY SEWER SYSTEM 1 ) SCOPE A) This Section describes the procedural , material , and acceptance requirements for cleaning and testing of gravity sewer systems with regard to quality , alignment, tightness , and overall integrity of the installed system . 2) GENERAL A) The Contractor shall furnish all labor, materials , transportation , pumps , gauges , and equipment necessary to test the installed pipe system as required by these Specifications . B) The Contractor shall notify the Engineer at least 24 hours in advance of all acceptance testing to be performed . No testing for acceptance of the work shall begin until the Engineer or his authorized representative is present . C) At least 3 business days prior to conducting each item of work under this Section , the Contractor shall submit to the Engineer for approval a description of the specific equipment , materials , and procedures to be used , plus identification of proposed water source (s) , testing . Lab ( s) and field analysis kit (s) as applicable to the particular work item . 3 ) TELEVISION INSPECTION A) Upon completion of construction , gravity sewer mainlines shall be inspected using a T . V . camera , The Contractor shall provide T . V . inspection and provide the proper agency with a Film of the inspection for their use . Any sand or dirt found in the sewers shall be removed by the Contractor. All leaking joints or fittings shall be replaced , encased with concrete , or sealed from the inside with grout as determined by the Engineer. All cracked or defective pipe shall be replaced by the Contractor. 4) INFILTRATION/EXFILTRATION A) The Contractor shall perform infiltration/exfiltration testing of the gravity sewer system . Allowable leakage shall not exceed 100 gallons per day per inch of diameter per mile for PVC and ductile iron pipe under a minimum hydrostatic head difference of 2 feet between the pipe interior and exterior at the crown of the pipe . 5 ) ALIGNMENT A) The Contractor shall perform tamping of the gravity sewer system between manholes and/or cleanouts upon completion of backfilling . No visible distortion or reduction from full inside diameter of pipe due to unauthorized curvature , sagging/hogging , flattening , or obstruction shall be allowed . GS -4- 1 GRAVITY SEWER PIPING 1 ) GENERAL A) Scope The work to be performed under this item shall include the selling and delivering and the installing of polyvinyl chloride gravity sewer mainline pipe and service laterals as herein specified. Installation of service laterals shall follow the installation of service wye or tee in the main within seven (7) calendar days . B) References Constructed per Indian River County Requirements and Specifications per latest revision. GS - 1 - 1 ' r GRAVITY SEWER MANHOLES 1 ) GENERAL A) Scope The work to be performed under this item shall include the furnishing of all materials , equipment and labor required for the installation of precast gravity sewer manholes as herein described and as shown on the Plans . The Contractor shall perform all excavation , backfilling , and related work required for the construction of the gravity sewer manholes in accordance with the provisions set forth under the applicable items of this Specification . B ) References Constructed per Indian River County Requirements and Specifications per latest revision . GS-2- 1 , APPENDIX ` B ' Location Map w Location Map jjl ■ � ■�' r L -- North I 1 12TH y Y I i = ` _STH' .S s►• `- ` P rwi — Lagoon Greenway __. ATHI 81 . Subject Property J. :LLL I ( slli Till � it L AlA N I { Fill It 3 4 I REGULATORY REQUIREMENTS AND NOTIFICATION • GENERAL : The following regulatory agency permits are included as a part of the contract documents . The Contractor shall be familiar with all permits of record , and shall adhere to all permit conditions . • PERMITS REQUIRED : • Indian River County • Type `A' Stormwater • Florida Department of Environmental Protection • Stormwater Pollution Protection Plan • St . John 's River Water Management District • Environmental Resource Permit • Other permit required : The Contractor is responsible for obtaining any dewatering/discharge permits that may be required by local drainage districts . The contractor is also responsible for any demolition related permits necessary . • NOTIFICATION • Utility Companies : Contractor shall notify the following known utility companies in the area 48 hours prior to initiating construction : • The Contractor shall give the Engineer not less than seven (7) calendar days notice of the time and place (or places) where he will start the work. • SPECIAL REQUIREMENTS • Indian River County Utility Department , As -Builts : The Indian River County Utility Department has adopted minimum technical standards for as-built preparation of all water and sewer utilities . The Contractor is responsible for the preparation of all as -built drawings (per special provisions , No . 21 ) . The minimum standards are as follows : • All as-built drawings shall state in 1 " lettering "AS - BUILT RECORD SURVEY" located in the bottom right hand side of the drawing original and/or copies , along with the as-built date . • All as-built and construction surreys shall meet the minimum requirements of the Chapter 61G17 , Florida Administrative Code Pursuant to Section 472 of the Florida Statutes . All surveys shall be based on a minimum horizontal control "Class 2 , " Third Order. • All state plan coordinates shall be based on the Florida State Plan Horizontal Data ( East Zone) ; Florida High Precision Geodetic Network (Superstation ) and NAD 83/ 1990 - final adjustment . • State plan coordinates shall be physically tied to a minimum of two known state plan coordinate benchmarks that utilize number 3 above . State plan coordinates shall be shown on survey at benchmarks used . i • All incoming as-built and/or survey AUTOCADD drawing files shall be received on CD or through digital email of AUTOCADD format drawing files , three (3) copies of each survey shall j be submitted for review and approval . After all approvals , a Mylar Reproducible along with two I (2 ) signed and sealed copies of each survey shall be submitted . • All as-built drawings and/or construction survey shall be tied to a minimum of one permanent ' reference monuments ( P . R . M . ) Every 1400 feet and tied to a minimum of two section corner and one 114 section corner which ever is closest to the project . • All as- built and/or survey drawings shall be calculated in a Cogo package for future G . I . S . Information , The Cogo used shall meet the Cogo requirements set forth by the Department of Utility Services . • All construction as-builts and/or surveys shall include a minimum of two (2) existing or established benchmarks for vertical control every 1 , 400 feet shown on all surveys . • Horizontal Control Monumentation (if required ) for utility lines shall be a minimum of two (2) points at a maximum of 1 , 400 feet between pints and shown on all surveys . • All utility as-built construction located within the right-of-ways , easements and alike shall be tied to the respective right-of-ways , easements , etc. , every 1 , 000 feet and change of direction . • All utility as-built construction located within one mile of the Indian River County Global Positioning System (G . P . S . ) control project shall be tied from the nearest G . P . S . point and into the closest construction site Permanent Reference Monument (P . R . M . ) . This does not eliminate Item No . 6 above . • All as-builts shall clearly depict as-built utility lines that were constructed along with all d ' APPENDIX ` C ' REGULATORY REQUIREMENTS AND NOTIFICATION i w Location Map jjl ■ � ■�' r L -- North I 1 12TH y Y I i = ` _STH' .S s►• `- ` P rwi — Lagoon Greenway __. ATHI 81 . Subject Property J. :LLL I ( slli Till � it L AlA N I { Fill It 3 4 I 1 APPURTENANCES FOR GRAVITY SEWER SERVICES 1 ) SCOPE This section describes the materials for appurtenances to be used in construction of gravity sewerage services as shown on the Plans and specified . 2 ) SEWER CONNECTIONS AT MANHOLES PVC pipe must enter the manhole through a manhole coupling as manufactured by Kor- N-Seal , Inc . or approved equal . 3 ) CLEAN OUTS Cleanouts shall be provided where shown or specified . Cleanout opening for pipe 8 inches or larger in diameter shall be not less than 6 inches in diameter . Cleanout openings for pipe less than 8 inches in diameter shall be of the same diameter as the pipe . Cleanouts shall be as detailed on the Drawings . i i I i i I i i 4 I i i i i i GS -3- 1 i f TESTING OF GRAVITY SEWER SYSTEM 1 ) SCOPE A) This Section describes the procedural , material , and acceptance requirements for cleaning and testing of gravity sewer systems with regard to quality , alignment, tightness , and overall integrity of the installed system . 2) GENERAL A) The Contractor shall furnish all labor, materials , transportation , pumps , gauges , and equipment necessary to test the installed pipe system as required by these Specifications . B) The Contractor shall notify the Engineer at least 24 hours in advance of all acceptance testing to be performed . No testing for acceptance of the work shall begin until the Engineer or his authorized representative is present . C) At least 3 business days prior to conducting each item of work under this Section , the Contractor shall submit to the Engineer for approval a description of the specific equipment , materials , and procedures to be used , plus identification of proposed water source (s) , testing . Lab ( s) and field analysis kit (s) as applicable to the particular work item . 3 ) TELEVISION INSPECTION A) Upon completion of construction , gravity sewer mainlines shall be inspected using a T . V . camera , The Contractor shall provide T . V . inspection and provide the proper agency with a Film of the inspection for their use . Any sand or dirt found in the sewers shall be removed by the Contractor. All leaking joints or fittings shall be replaced , encased with concrete , or sealed from the inside with grout as determined by the Engineer. All cracked or defective pipe shall be replaced by the Contractor. 4) INFILTRATION/EXFILTRATION A) The Contractor shall perform infiltration/exfiltration testing of the gravity sewer system . Allowable leakage shall not exceed 100 gallons per day per inch of diameter per mile for PVC and ductile iron pipe under a minimum hydrostatic head difference of 2 feet between the pipe interior and exterior at the crown of the pipe . 5 ) ALIGNMENT A) The Contractor shall perform tamping of the gravity sewer system between manholes and/or cleanouts upon completion of backfilling . No visible distortion or reduction from full inside diameter of pipe due to unauthorized curvature , sagging/hogging , flattening , or obstruction shall be allowed . GS -4- 1 d ' APPENDIX ` C ' REGULATORY REQUIREMENTS AND NOTIFICATION i REGULATORY REQUIREMENTS AND NOTIFICATION • GENERAL : The following regulatory agency permits are included as a part of the contract documents . The Contractor shall be familiar with all permits of record , and shall adhere to all permit conditions . • PERMITS REQUIRED : • Indian River County • Type `A' Stormwater • Florida Department of Environmental Protection • Stormwater Pollution Protection Plan • St . John 's River Water Management District • Environmental Resource Permit • Other permit required : The Contractor is responsible for obtaining any dewatering/discharge permits that may be required by local drainage districts . The contractor is also responsible for any demolition related permits necessary . • NOTIFICATION • Utility Companies : Contractor shall notify the following known utility companies in the area 48 hours prior to initiating construction : • The Contractor shall give the Engineer not less than seven (7) calendar days notice of the time and place (or places) where he will start the work. ok _ q easements . As-builts will not be accepted unless the verbiage " PROPOSED" and/or " TO BE CONSTRUCTED " have been revised to read "AS- BUILT . " Construction drawings with construction terminology will not be accepted . • Autocad files of the construction plans will be made available to the surveyor for his use ( if needed) . • All utility crossings shall be depicted with pipe clearances , elevations and materials (this includes services) . • Contractor shall be responsible for coordinating with surveyor to obtain all As-Built information during construction and confirming adequate separation requirements and meet for local and Florida Department of Environmental Protection Utilities Department requirements . H d m Z O W y a CL a � ca e s • SPECIAL REQUIREMENTS • Indian River County Utility Department , As -Builts : The Indian River County Utility Department has adopted minimum technical standards for as-built preparation of all water and sewer utilities . The Contractor is responsible for the preparation of all as -built drawings (per special provisions , No . 21 ) . The minimum standards are as follows : • All as-built drawings shall state in 1 " lettering "AS - BUILT RECORD SURVEY" located in the bottom right hand side of the drawing original and/or copies , along with the as-built date . • All as-built and construction surreys shall meet the minimum requirements of the Chapter 61G17 , Florida Administrative Code Pursuant to Section 472 of the Florida Statutes . All surveys shall be based on a minimum horizontal control "Class 2 , " Third Order. • All state plan coordinates shall be based on the Florida State Plan Horizontal Data ( East Zone) ; Florida High Precision Geodetic Network (Superstation ) and NAD 83/ 1990 - final adjustment . • State plan coordinates shall be physically tied to a minimum of two known state plan coordinate benchmarks that utilize number 3 above . State plan coordinates shall be shown on survey at benchmarks used . i • All incoming as-built and/or survey AUTOCADD drawing files shall be received on CD or through digital email of AUTOCADD format drawing files , three (3) copies of each survey shall j be submitted for review and approval . After all approvals , a Mylar Reproducible along with two I (2 ) signed and sealed copies of each survey shall be submitted . • All as-built drawings and/or construction survey shall be tied to a minimum of one permanent ' reference monuments ( P . R . M . ) Every 1400 feet and tied to a minimum of two section corner and one 114 section corner which ever is closest to the project . • All as- built and/or survey drawings shall be calculated in a Cogo package for future G . I . S . Information , The Cogo used shall meet the Cogo requirements set forth by the Department of Utility Services . • All construction as-builts and/or surveys shall include a minimum of two (2) existing or established benchmarks for vertical control every 1 , 400 feet shown on all surveys . • Horizontal Control Monumentation (if required ) for utility lines shall be a minimum of two (2) points at a maximum of 1 , 400 feet between pints and shown on all surveys . • All utility as-built construction located within the right-of-ways , easements and alike shall be tied to the respective right-of-ways , easements , etc. , every 1 , 000 feet and change of direction . • All utility as-built construction located within one mile of the Indian River County Global Positioning System (G . P . S . ) control project shall be tied from the nearest G . P . S . point and into the closest construction site Permanent Reference Monument (P . R . M . ) . This does not eliminate Item No . 6 above . • All as-builts shall clearly depict as-built utility lines that were constructed along with all REGULATORY REQUIREMENTS AND NOTIFICATION • GENERAL : The following regulatory agency permits are included as a part of the contract documents . The Contractor shall be familiar with all permits of record , and shall adhere to all permit conditions . • PERMITS REQUIRED : • Indian River County • Type `A' Stormwater • Florida Department of Environmental Protection • Stormwater Pollution Protection Plan • St . John 's River Water Management District • Environmental Resource Permit • Other permit required : The Contractor is responsible for obtaining any dewatering/discharge permits that may be required by local drainage districts . The contractor is also responsible for any demolition related permits necessary . • NOTIFICATION • Utility Companies : Contractor shall notify the following known utility companies in the area 48 hours prior to initiating construction : • The Contractor shall give the Engineer not less than seven (7) calendar days notice of the time and place (or places) where he will start the work. , APPENDIX ` B ' Location Map w Location Map jjl ■ � ■�' r L -- North I 1 12TH y Y I i = ` _STH' .S s►• `- ` P rwi — Lagoon Greenway __. ATHI 81 . Subject Property J. :LLL I ( slli Till � it L AlA N I { Fill It 3 4 I • SPECIAL REQUIREMENTS • Indian River County Utility Department , As -Builts : The Indian River County Utility Department has adopted minimum technical standards for as-built preparation of all water and sewer utilities . The Contractor is responsible for the preparation of all as -built drawings (per special provisions , No . 21 ) . The minimum standards are as follows : • All as-built drawings shall state in 1 " lettering "AS - BUILT RECORD SURVEY" located in the bottom right hand side of the drawing original and/or copies , along with the as-built date . • All as-built and construction surreys shall meet the minimum requirements of the Chapter 61G17 , Florida Administrative Code Pursuant to Section 472 of the Florida Statutes . All surveys shall be based on a minimum horizontal control "Class 2 , " Third Order. • All state plan coordinates shall be based on the Florida State Plan Horizontal Data ( East Zone) ; Florida High Precision Geodetic Network (Superstation ) and NAD 83/ 1990 - final adjustment . • State plan coordinates shall be physically tied to a minimum of two known state plan coordinate benchmarks that utilize number 3 above . State plan coordinates shall be shown on survey at benchmarks used . i • All incoming as-built and/or survey AUTOCADD drawing files shall be received on CD or through digital email of AUTOCADD format drawing files , three (3) copies of each survey shall j be submitted for review and approval . After all approvals , a Mylar Reproducible along with two I (2 ) signed and sealed copies of each survey shall be submitted . • All as-built drawings and/or construction survey shall be tied to a minimum of one permanent ' reference monuments ( P . R . M . ) Every 1400 feet and tied to a minimum of two section corner and one 114 section corner which ever is closest to the project . • All as- built and/or survey drawings shall be calculated in a Cogo package for future G . I . S . Information , The Cogo used shall meet the Cogo requirements set forth by the Department of Utility Services . • All construction as-builts and/or surveys shall include a minimum of two (2) existing or established benchmarks for vertical control every 1 , 400 feet shown on all surveys . • Horizontal Control Monumentation (if required ) for utility lines shall be a minimum of two (2) points at a maximum of 1 , 400 feet between pints and shown on all surveys . • All utility as-built construction located within the right-of-ways , easements and alike shall be tied to the respective right-of-ways , easements , etc. , every 1 , 000 feet and change of direction . • All utility as-built construction located within one mile of the Indian River County Global Positioning System (G . P . S . ) control project shall be tied from the nearest G . P . S . point and into the closest construction site Permanent Reference Monument (P . R . M . ) . This does not eliminate Item No . 6 above . • All as-builts shall clearly depict as-built utility lines that were constructed along with all ok _ q easements . As-builts will not be accepted unless the verbiage " PROPOSED" and/or " TO BE CONSTRUCTED " have been revised to read "AS- BUILT . " Construction drawings with construction terminology will not be accepted . • Autocad files of the construction plans will be made available to the surveyor for his use ( if needed) . • All utility crossings shall be depicted with pipe clearances , elevations and materials (this includes services) . • Contractor shall be responsible for coordinating with surveyor to obtain all As-Built information during construction and confirming adequate separation requirements and meet for local and Florida Department of Environmental Protection Utilities Department requirements . I ID@NV9 N@c @Moa[E fmd Contractors Bid Sheet for 10/ 19/2010 ��oQ4�gfl 0H@G Lagoon Greenway Phase 1 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH , FL 32960 LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM No. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT COMMENTS 1 . 00 ROAD RESURFACING 1 . 10 Mobilization 0. 65 AC $ - 1 .20 Clearing Costs (small trees and underbrush) 0.65 AC $ - 1 . 30 Rough Grading and Strip 6 in 0.25 AC $ - 1 .40 6" of Shell Rock for Parking / Vehicular Access 711 . 00 SY $ - 1 .50 Concrete apron and H . C . parking area 29. 10 CY $ - 1 .55 Concrete Curb Sawcut and Remove 63 .00 LF $ - 1 .60 Railroad Ties - Curb Stops 17. 00 EA $ - 1 .65 Concrete Curb Stops for H . C . Parking 2 . 00 EA $ - 1 . 70 Signage and Striping (includes removal of existing striping) 1 . 00 LS $ - 1 .80 6' high AI-coated steel chain link fence 20 . 00 LF $ - 1 .85 Construction Fence 614 . 00 LF $ - 1 .90 6' High chain link gate - 15' wide 2 . 00 EA $ - 2.00 Monument Entry Sign 1 . 00 EA $ - 2. 10 Road Way Sign 1 .00 EA $ - 2 .20 5' Wide Sidewalk - 4" Thick Concrete 76 . 00 LF $ - 2.30 Landscaping Costs 1 . 00 LS $ - 2.32 Sodding of swale/disturbed areas 2000.00 - SF $ - 2 . 35 Tree Removal 1 :00 EA $ - 2.40 Information Kiosks. 1 . 00 EA $ - 2.50 Trail Signs 4 .00 EA $ - 2.60 Picnic Tables 2 . 00 EA $ - 2. 70 Garbage Can 4 . 00 EA $ - 2.80 Bike Rack 1 . 00 EA $ - Sub-Total $ - 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 ,JOB $ - 2 .30 Surveyor - Construction Staking 1 LS $ - Sub-Total $ - Grand Total $ - NOTES: 2) For discrepancies in quantities shown here versus those shown on bid plans, contractor may indicate by note substantial differences to be considered for complete bid pricing. 3) This schgdule of Bid items is provided for convenience only, contractors shall verify quantities and items to insure complete Job. INDIAN RIVER COUNTY MEMORANDUM TO : Joseph A . Baird County Administrator ��// THROUGH : Robert M . Keating, AICP AMC Community Development Director FROM : Roland M . DeBlois , AIC Chief, Environmental Planning & Code Enforcement Section i DATE : February 7 , 2011 RE : Request for Execution of Construction Agreement with Timothy Rose Contracting, Inc . , for Construction of Phase 1 Public Access Improvements on the Flinn Tract of the Lagoon Greenway For your signature, please find attached two originals of a County construction agreement with Timothy Rose Contracting, Inc., for construction of access improvements on the Flinn Tract of the " Lagoon Greenway" project . On November 2 , 2010 , the Board of County Commissioners approved a project agreement with the Florida Inland Navigation District (FIND) for construction of public access improvements on the Flinn Tract of the Lagoon Greenway . That agreement related to a $ 17 , 845 . 00 (50%) grant awarded by FIND , which was applied for by county staff with assistance from the Indian River Land Trust (IRLT) . Since November, the IRLT has worked with Knight, McGuire & Associates to develop construction contract documents and has obtained four bids for the work . The low bid for the Lagoon Greenway Phase 1 construction project was submitted by Timothy Rose Contracting, Inc . ( $ 32 , 701 . 89) . County Ordinance 2005 - 025 authorizes the County Administrator to approve construction agreement s up to $ 50 , 000 . 00 . Under that authority, I request that you execute the attached agreement on behalf of the County . The construction agreement has been reviewed by purchasing department staff and has been signed- off by county attorney staff. FUNDING I On February 16 , 2010 , the County Commission approved an appropriation of up to $ 100 , 000 in Park Impact Fees for use as a match towards the public access improvements . Account number 10321072 -066510 - 11001 has been set up for this project. `F'�C=ommlinity.Devel_ opment\Users\ROLAND\LAAC\Flinn Tract\FIND Grant ApphConstruction Agreement cover memo to Co Admin .doc H d m Z O W y a CL a � ca e s ok _ q easements . As-builts will not be accepted unless the verbiage " PROPOSED" and/or " TO BE CONSTRUCTED " have been revised to read "AS- BUILT . " Construction drawings with construction terminology will not be accepted . • Autocad files of the construction plans will be made available to the surveyor for his use ( if needed) . • All utility crossings shall be depicted with pipe clearances , elevations and materials (this includes services) . • Contractor shall be responsible for coordinating with surveyor to obtain all As-Built information during construction and confirming adequate separation requirements and meet for local and Florida Department of Environmental Protection Utilities Department requirements . d ' APPENDIX ` C ' REGULATORY REQUIREMENTS AND NOTIFICATION i REGULATORY REQUIREMENTS AND NOTIFICATION • GENERAL : The following regulatory agency permits are included as a part of the contract documents . The Contractor shall be familiar with all permits of record , and shall adhere to all permit conditions . • PERMITS REQUIRED : • Indian River County • Type `A' Stormwater • Florida Department of Environmental Protection • Stormwater Pollution Protection Plan • St . John 's River Water Management District • Environmental Resource Permit • Other permit required : The Contractor is responsible for obtaining any dewatering/discharge permits that may be required by local drainage districts . The contractor is also responsible for any demolition related permits necessary . • NOTIFICATION • Utility Companies : Contractor shall notify the following known utility companies in the area 48 hours prior to initiating construction : • The Contractor shall give the Engineer not less than seven (7) calendar days notice of the time and place (or places) where he will start the work. H d m Z O W y a CL a � ca e s I ID@NV9 N@c @Moa[E fmd Contractors Bid Sheet for 10/ 19/2010 ��oQ4�gfl 0H@G Lagoon Greenway Phase 1 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH , FL 32960 LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM No. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT COMMENTS 1 . 00 ROAD RESURFACING 1 . 10 Mobilization 0. 65 AC $ - 1 .20 Clearing Costs (small trees and underbrush) 0.65 AC $ - 1 . 30 Rough Grading and Strip 6 in 0.25 AC $ - 1 .40 6" of Shell Rock for Parking / Vehicular Access 711 . 00 SY $ - 1 .50 Concrete apron and H . C . parking area 29. 10 CY $ - 1 .55 Concrete Curb Sawcut and Remove 63 .00 LF $ - 1 .60 Railroad Ties - Curb Stops 17. 00 EA $ - 1 .65 Concrete Curb Stops for H . C . Parking 2 . 00 EA $ - 1 . 70 Signage and Striping (includes removal of existing striping) 1 . 00 LS $ - 1 .80 6' high AI-coated steel chain link fence 20 . 00 LF $ - 1 .85 Construction Fence 614 . 00 LF $ - 1 .90 6' High chain link gate - 15' wide 2 . 00 EA $ - 2.00 Monument Entry Sign 1 . 00 EA $ - 2. 10 Road Way Sign 1 .00 EA $ - 2 .20 5' Wide Sidewalk - 4" Thick Concrete 76 . 00 LF $ - 2.30 Landscaping Costs 1 . 00 LS $ - 2.32 Sodding of swale/disturbed areas 2000.00 - SF $ - 2 . 35 Tree Removal 1 :00 EA $ - 2.40 Information Kiosks. 1 . 00 EA $ - 2.50 Trail Signs 4 .00 EA $ - 2.60 Picnic Tables 2 . 00 EA $ - 2. 70 Garbage Can 4 . 00 EA $ - 2.80 Bike Rack 1 . 00 EA $ - Sub-Total $ - 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 ,JOB $ - 2 .30 Surveyor - Construction Staking 1 LS $ - Sub-Total $ - Grand Total $ - NOTES: 2) For discrepancies in quantities shown here versus those shown on bid plans, contractor may indicate by note substantial differences to be considered for complete bid pricing. 3) This schgdule of Bid items is provided for convenience only, contractors shall verify quantities and items to insure complete Job. C{Rl(IC�G )40 HOd00819 MUD& Contractors Bid Sheet for 12/2/2010 /am0Ommug@9 Gwo Lagoon Greenway Phase 1 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32980 - LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM UNIT Dennis South Bay No. DESCRIPTION QTY UNIT PRICE AMOUNT Kempf Tim Rose Bldrs Guettier 1 .00 ROAD RESURFACING Amount Unit Price Amount Amount Qty Unit Price Amount 1 . 10 Mobilization 0.65 AC $ $ 500.00 $ 3,000.00 $ 1 ,950.00 $ 21500.00 $ 1 .00 $ 5,500.00 $ 50500.00 1 .20 Clearing Costs small trees and underbrush 0.65 AC $ $ 29800.00 $ 2,500.00 $ 11625.00 $ 33200.00 $ 0.65 $ 6,500.00 $ 41225.00 1 .30 Rough Grading and Strip 6 in 0.25 AC $ $ 81990.00 $ 41800.00 $ 19200.00 $ 39700.00 $ 0.25 $ 19000.00 $ 250.00 1 .40 6" of Shell Rock for Parkin / Vehicular Access 711 .00 SY $ $ 41500.00 $ 8.49 $ 6,036.39 $ 19200.00 $ 665.00 $ 11 .50 $ 7,647.50 1 .50 Concrete apron and H .C. parking area 29. 10 CY $ $ 61984.00 $ 181 .00 $ 5,267. 10 $ 6,900.00 $ 1 ,500.00 $ 4.00 $ 6,000.00 1 .55 Concrete Curb Sawcut and Remove 63.00 LF $ $ 1 , 134.00 $ 8.00 $ 504.00 $ 750.00 $ 63.00 $ 4.00 $ 252.00 1 .60 Railroad Ties - Curb Stops 17.00 EA $ $ 680.00 $ 25.00 $ 425.00 $ 687.00 $ 17.00 $ 55.00 $ 935.00 1 .65 Concrete Curb Stops for H.C. Parking 2.00 EA $ $ 100.00 $ 20.00 $ 40.00 $ 60.00 $ 2.00 $ 120.00 $ 240.00 1 .70 Signage and Striping includes removal of existing striping) 1 .00 LS $ $ 11250.00 $ 900.00 $ 900.00 $ 300.00 $ 1 .00 $ 650.00 $ 650.00 1 .80 6' high AI-coated steel chain link fence 20.00 LF $ $ 475.00 $ 22.00 $ 440.00 $ 450.00 $ 20.00 $ 25.00 $ 500.00 1 .85 Construction Fence 614.00 LF $ $ 975.00 $ 1 .00 $ 614.00 $ 11000.00 $ 614.00 $ 0.85 $ 521 .90 1 .90 6' High chain link gate - 15' wide 2.00 EA $ 11035. 00 $ 2,070.00 $ 2,070.00 $ 1 ,035.00 $ 2,070.00 $ 21070.00 $ 2.00 $ 1 ,035.00 $ 21070.00 2.00 Monument Entry Sin 1 .00 EA $ 3,000.00 $ 30000 .00 $ 37000.00 $ 30000.00 $ 31000.00 $ 31000.00 $ 1 .00 $ 1 ,200.00 $ 11200.00 2. 10 Road Wav Sin 1 .00 EA $ $ 190.00 $ 110.00 $ 110.00 $ 100.00 $ 1 .00 $ 250.00 $ 250.00 2.20 5' Wide Sidewalk - 4" Thick Concrete 76.00 LF $ $ 1 ,970.00 $ 2.90 $ 220.40 $ 13000.00 $ 350.00 $ 3.75 $ 1 ,312.50 2.30 Landscaping Costs 1 .00 LS $ 800.00 $ 800.00 $ 800.00 $ 800 .00 $ 800.00 $ 800.00 $ 1 .00 $ 800.00 $ 800.00 2.32 Sodding of swale/disturbed areas 2000.00 SF $ $ 600.00 $ 0. 15 $ 300.00 $ 750.00 $ 14,851 .00 $ 0. 19 $ 29821 .69 2.35 Tree Removal 1 .00 E4 $ $ 900.00 $ 650.00 $ 650.00 $ 900.00 $ 1 .00 $ 500.00 $ 500.00 2.40 Information Kiosks 1 .00 EA $ 2,500.00 $ 2 ,500.00 $ 2,500.00 $ 21500.00 $ 21500 .00 $ 21500.00 $ 1 .00 $ 2,500.00 $ 2 ,500.00 2.50 Trail Signs 4.00 EA $ 100.00 $ 400 .00 $ 400.00 $ 100.00 $ 400 .00 $ 400.00 $ 4.00 $ 100.00 $ 400.00 2.60 Picnic Tables 2.00 EA $ 400.00 $ 800.00 $ 800.00 $ 400.00 $ 800.00 $ 800.00 $ 2.00 $ 400.00 $ 800.00 2.70 lGarbage Can 4.00 EA $ 50.00 $ 200.00 $ 200.00 $ 50.00 $ 200.00 $ 200.00 $ 4.00 $ 50.00 $ 200.00 2.80 jBike Rack 1 .00 EA $ $ 750.001 $ 600 .00 $ 600.00 $ 400.001 $ 1 .00 $ 750.00 $ 750.00 Sub-Total $ 9 ,770.00 $ 42,568.00 $ 30,651 .89 $ 33,667.00 $ 40, 325.59 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 JOB $ $ 850.00 $ 850.00 $ 850 .00 $ 850.00 $ 1 .00 $ 2,500.00 $ 21000.00 2.30 Surveyor - Construction Staking 1 LS $ $ 950.00 $ 1 ,200.00 $ 11200.00 $ 11000.00 $ 1 .00 $ 4,500.00 $ 31000.00 Sub-Total $ $ 11800.00 $ 29050.00 $ 1 ,850.00 $ 5,000.00 I Subtotal of work and Prof. Services $ 441368.00 $ 32,701 .89 $ 35,517.00 rT 45,325.59 NOTES: 1) Quantities are for bid purposes of only. Actual construction quantities may vary. 2) For discrepancies in quantities shown here versus those shown on bid plans, contractor may indicate by note substantial differences considered for complete bid pricing. 3) This schedule of Bid items is provided for convenience only, contractors shall verify quantities and items to insure complete Job. amounts represent the maximam allowance for that particular item I A1 ' ( QJe,cY I LAGOON GRE ENWAY - PHASE 1 CONSTRUCTION AGREEMENT Ap M 1 pi iS Afio THIS AGREEMENT made and entered into this day of �Jakt, yL 1201 by and Sec oJ-, - between Timothy Rose Contracting, Inc . , hereinafter called the CONTRACTOR, and Indian River County, - herein called the OWNER . WITNESSED : That whereas , the OWNER and the CONTRACTOR for the consideration hereinafter named , agree as set forth below : Article 1 . SCOPE OF WORK As per specifications of the Contract Documents for Indian River Lagoon Greenway - Phase 1 prepared by Knight , McGuire & Associates , hie . for the Indian River Land Trust, in partnership with OWNER, such Contract Documents attached as Exhibit A to this Agreement, and in accordance with the following estimated construction costs (per CONTRACTOR ' S bid) ; LAGOON GREENWAY - PHASE I ESTIMATED CONSTRUCTION COSTS ITEM No. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 .00 ROAD RESURFACING 1 . 10 Mobilization 0.65 AC $ 3o000 . 00 $ 11 950 . 00 - 1 .20 Clearing Costs (small trees and underbrush) 0.65 AC $ 2 , 500 . 00 $ 11625 . 00 - 1 .30 Rough Grading and Strip 6 in 0.25 AC $ 4 , 800 . 00 $ 11200 . 00 - 1 .40 6" of Shell Rock for Parking / Vehicular Access 711 . 00 SY $ 8 . 49 $ 61 036 . 39 - 1 .50 Concrete apron and H .C . parking area 29 . 10 CY $ 181 . 00 $ 51267 . 10 - 1 .55 Concrete Curb Sawcut and Remove 63 .00 LF $ 8 . 00 $ SO4 . 00 - 1 .60 Railroad Ties - CurbSto s 17.00 EA $ 25 . 00 $ 425 . 00 - 1 .65 Concrete Curb Stops for H.C. Parking 2.00 EA $ 20 . 00 $ 40 . 00 - 1 .70 Signage and Striping includes removal of existing striping) 1 .00 LS $ 9 o o . o o $ 9 o o . o o - 1 .80 6' high AI-coated steel chain link fence 20.00 LF $ 22 . 00 $ 440 . 00 - 1 .85 Construction Fence 614.00 LF $ 1 . 00 $ 614 . 00 - 1 .90 6' High chain link gate - 15' wide 2.00 EA $ 11035 . 00 $ 2 , 070 . 00 - 2.00 Monument Entry Sin 1 .00 EA $ 3 , 000 . 00 $ 31000 . 00 - 2. 10 Road Way Sign 1 .00 EA $ 11 o . o o $ 110 . 00 - 2 .20 5' Wide Sidewalk - 4" Thick Concrete 76.00 LF $ 2 . 90 $ 220 . 40 - 2 .30 Landscaping Costs 1 .00 LS $ 8 o o . o o $ e o o . o o - 2 . 32 Sodding of Swale/disturbed areas 200000 SF $ 0 . 15 $ 300 . 00 - 2 . 35 Tree Removal 1 :00 EA $ 650 . 00 $ 650 . 00 - 2.40 Information Kiosks 1 . 00 EA $ 2 , 500 . 00 $ 2 , Soo . 00 - 2.50 Trail Signs 4. 00 EA $ 100 . 00 $ 400 . 00 - 2. 60 Picnic Tables 2. 00 EA $ 400 . 00 $ 800 . 00 - 2. 70 lGarbage Can 4. 00 EA $ 50 . 00 $ 200 . 00 - 2 . 80 jBike Rack 1 .00 EA 600 . 00 $ 600 . 00 - Sub-Total $ 30 , 6 51 . 8 9 - 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 ,JOB $ 850 . 00 $ 850 . 00 - 2.30 Surveyor - Construction Staking 1 LS $ 1 , 200 , op $ 1 , 0 () () . 00 - Sub-Total $ 1 , 8 - Grand Total $ - - 1 - I ID@NV9 N@c @Moa[E fmd Contractors Bid Sheet for 10/ 19/2010 ��oQ4�gfl 0H@G Lagoon Greenway Phase 1 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH , FL 32960 LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM No. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT COMMENTS 1 . 00 ROAD RESURFACING 1 . 10 Mobilization 0. 65 AC $ - 1 .20 Clearing Costs (small trees and underbrush) 0.65 AC $ - 1 . 30 Rough Grading and Strip 6 in 0.25 AC $ - 1 .40 6" of Shell Rock for Parking / Vehicular Access 711 . 00 SY $ - 1 .50 Concrete apron and H . C . parking area 29. 10 CY $ - 1 .55 Concrete Curb Sawcut and Remove 63 .00 LF $ - 1 .60 Railroad Ties - Curb Stops 17. 00 EA $ - 1 .65 Concrete Curb Stops for H . C . Parking 2 . 00 EA $ - 1 . 70 Signage and Striping (includes removal of existing striping) 1 . 00 LS $ - 1 .80 6' high AI-coated steel chain link fence 20 . 00 LF $ - 1 .85 Construction Fence 614 . 00 LF $ - 1 .90 6' High chain link gate - 15' wide 2 . 00 EA $ - 2.00 Monument Entry Sign 1 . 00 EA $ - 2. 10 Road Way Sign 1 .00 EA $ - 2 .20 5' Wide Sidewalk - 4" Thick Concrete 76 . 00 LF $ - 2.30 Landscaping Costs 1 . 00 LS $ - 2.32 Sodding of swale/disturbed areas 2000.00 - SF $ - 2 . 35 Tree Removal 1 :00 EA $ - 2.40 Information Kiosks. 1 . 00 EA $ - 2.50 Trail Signs 4 .00 EA $ - 2.60 Picnic Tables 2 . 00 EA $ - 2. 70 Garbage Can 4 . 00 EA $ - 2.80 Bike Rack 1 . 00 EA $ - Sub-Total $ - 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 ,JOB $ - 2 .30 Surveyor - Construction Staking 1 LS $ - Sub-Total $ - Grand Total $ - NOTES: 2) For discrepancies in quantities shown here versus those shown on bid plans, contractor may indicate by note substantial differences to be considered for complete bid pricing. 3) This schgdule of Bid items is provided for convenience only, contractors shall verify quantities and items to insure complete Job. • SPECIAL REQUIREMENTS • Indian River County Utility Department , As -Builts : The Indian River County Utility Department has adopted minimum technical standards for as-built preparation of all water and sewer utilities . The Contractor is responsible for the preparation of all as -built drawings (per special provisions , No . 21 ) . The minimum standards are as follows : • All as-built drawings shall state in 1 " lettering "AS - BUILT RECORD SURVEY" located in the bottom right hand side of the drawing original and/or copies , along with the as-built date . • All as-built and construction surreys shall meet the minimum requirements of the Chapter 61G17 , Florida Administrative Code Pursuant to Section 472 of the Florida Statutes . All surveys shall be based on a minimum horizontal control "Class 2 , " Third Order. • All state plan coordinates shall be based on the Florida State Plan Horizontal Data ( East Zone) ; Florida High Precision Geodetic Network (Superstation ) and NAD 83/ 1990 - final adjustment . • State plan coordinates shall be physically tied to a minimum of two known state plan coordinate benchmarks that utilize number 3 above . State plan coordinates shall be shown on survey at benchmarks used . i • All incoming as-built and/or survey AUTOCADD drawing files shall be received on CD or through digital email of AUTOCADD format drawing files , three (3) copies of each survey shall j be submitted for review and approval . After all approvals , a Mylar Reproducible along with two I (2 ) signed and sealed copies of each survey shall be submitted . • All as-built drawings and/or construction survey shall be tied to a minimum of one permanent ' reference monuments ( P . R . M . ) Every 1400 feet and tied to a minimum of two section corner and one 114 section corner which ever is closest to the project . • All as- built and/or survey drawings shall be calculated in a Cogo package for future G . I . S . Information , The Cogo used shall meet the Cogo requirements set forth by the Department of Utility Services . • All construction as-builts and/or surveys shall include a minimum of two (2) existing or established benchmarks for vertical control every 1 , 400 feet shown on all surveys . • Horizontal Control Monumentation (if required ) for utility lines shall be a minimum of two (2) points at a maximum of 1 , 400 feet between pints and shown on all surveys . • All utility as-built construction located within the right-of-ways , easements and alike shall be tied to the respective right-of-ways , easements , etc. , every 1 , 000 feet and change of direction . • All utility as-built construction located within one mile of the Indian River County Global Positioning System (G . P . S . ) control project shall be tied from the nearest G . P . S . point and into the closest construction site Permanent Reference Monument (P . R . M . ) . This does not eliminate Item No . 6 above . • All as-builts shall clearly depict as-built utility lines that were constructed along with all ok _ q easements . As-builts will not be accepted unless the verbiage " PROPOSED" and/or " TO BE CONSTRUCTED " have been revised to read "AS- BUILT . " Construction drawings with construction terminology will not be accepted . • Autocad files of the construction plans will be made available to the surveyor for his use ( if needed) . • All utility crossings shall be depicted with pipe clearances , elevations and materials (this includes services) . • Contractor shall be responsible for coordinating with surveyor to obtain all As-Built information during construction and confirming adequate separation requirements and meet for local and Florida Department of Environmental Protection Utilities Department requirements . INDIAN RIVER COUNTY MEMORANDUM TO : Joseph A . Baird County Administrator ��// THROUGH : Robert M . Keating, AICP AMC Community Development Director FROM : Roland M . DeBlois , AIC Chief, Environmental Planning & Code Enforcement Section i DATE : February 7 , 2011 RE : Request for Execution of Construction Agreement with Timothy Rose Contracting, Inc . , for Construction of Phase 1 Public Access Improvements on the Flinn Tract of the Lagoon Greenway For your signature, please find attached two originals of a County construction agreement with Timothy Rose Contracting, Inc., for construction of access improvements on the Flinn Tract of the " Lagoon Greenway" project . On November 2 , 2010 , the Board of County Commissioners approved a project agreement with the Florida Inland Navigation District (FIND) for construction of public access improvements on the Flinn Tract of the Lagoon Greenway . That agreement related to a $ 17 , 845 . 00 (50%) grant awarded by FIND , which was applied for by county staff with assistance from the Indian River Land Trust (IRLT) . Since November, the IRLT has worked with Knight, McGuire & Associates to develop construction contract documents and has obtained four bids for the work . The low bid for the Lagoon Greenway Phase 1 construction project was submitted by Timothy Rose Contracting, Inc . ( $ 32 , 701 . 89) . County Ordinance 2005 - 025 authorizes the County Administrator to approve construction agreement s up to $ 50 , 000 . 00 . Under that authority, I request that you execute the attached agreement on behalf of the County . The construction agreement has been reviewed by purchasing department staff and has been signed- off by county attorney staff. FUNDING I On February 16 , 2010 , the County Commission approved an appropriation of up to $ 100 , 000 in Park Impact Fees for use as a match towards the public access improvements . Account number 10321072 -066510 - 11001 has been set up for this project. `F'�C=ommlinity.Devel_ opment\Users\ROLAND\LAAC\Flinn Tract\FIND Grant ApphConstruction Agreement cover memo to Co Admin .doc INDIAN RIVER COUNTY MEMORANDUM TO : Joseph A . Baird County Administrator ��// THROUGH : Robert M . Keating, AICP AMC Community Development Director FROM : Roland M . DeBlois , AIC Chief, Environmental Planning & Code Enforcement Section i DATE : February 7 , 2011 RE : Request for Execution of Construction Agreement with Timothy Rose Contracting, Inc . , for Construction of Phase 1 Public Access Improvements on the Flinn Tract of the Lagoon Greenway For your signature, please find attached two originals of a County construction agreement with Timothy Rose Contracting, Inc., for construction of access improvements on the Flinn Tract of the " Lagoon Greenway" project . On November 2 , 2010 , the Board of County Commissioners approved a project agreement with the Florida Inland Navigation District (FIND) for construction of public access improvements on the Flinn Tract of the Lagoon Greenway . That agreement related to a $ 17 , 845 . 00 (50%) grant awarded by FIND , which was applied for by county staff with assistance from the Indian River Land Trust (IRLT) . Since November, the IRLT has worked with Knight, McGuire & Associates to develop construction contract documents and has obtained four bids for the work . The low bid for the Lagoon Greenway Phase 1 construction project was submitted by Timothy Rose Contracting, Inc . ( $ 32 , 701 . 89) . County Ordinance 2005 - 025 authorizes the County Administrator to approve construction agreement s up to $ 50 , 000 . 00 . Under that authority, I request that you execute the attached agreement on behalf of the County . The construction agreement has been reviewed by purchasing department staff and has been signed- off by county attorney staff. FUNDING I On February 16 , 2010 , the County Commission approved an appropriation of up to $ 100 , 000 in Park Impact Fees for use as a match towards the public access improvements . Account number 10321072 -066510 - 11001 has been set up for this project. `F'�C=ommlinity.Devel_ opment\Users\ROLAND\LAAC\Flinn Tract\FIND Grant ApphConstruction Agreement cover memo to Co Admin .doc In accordance with the Florida Prompt Payment Act, after receipt of the ENGINEER ' S final acceptance by the OWNER, the OWNER shall make payment to the CONTRACTOR in the full amount . PAYMENT of the lump sum amount and acceptance of such payment by the CONTRACTOR shall release the OWNER from all claims or liabilities to the CONTRACTOR in connection with this Contract . Article 6. THE CONTRACT DOCUMENTS The General Conditions , Special Conditions , Specifications, Bid Documents , Insurance Requirements (Exhibit A) , Bonds , and the Drawings , together with this Agreement , form the Contract, and are fully a part of this Contract as if included herein . Article 7 . VENUE 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 agreement shall be in Indian River County, Florida, or in the event of federal jurisdiction, in the United States District Court for the Southern District of Florida . (Contractor) (Owner) Timothy Rose Contracting, Inc . ° °' E'p�S@��jIndian River County, Florida 1360 Old Dixie Hwy SW, Suite 106 ° °�®>• too. �oard of County Commissioners Vero Beach, FL 32962 0 :;• •%.18 1 27 `k' Street, Building A Beach FL 32960 %' ems • # k�'` s 5 ge p 0 0 00 too0 imothy W . Ros , President °o�OjA �0� seph A. gird, County Administrato °paaaaaanaanaa * � thority to approve this item is established ++ � 14 b Ordinance 2005 -025 Witnessed by : tX Attest : J . Barton;VA,cr� Deputy Clerk Approved as to Form and Legal Suffi iency • William K . eBraal Deputy County Attorney . 3 - Exhibit A CONTRACT DOCUMENTS Indian River Lagoon Greenway - Phase 1 Prepared By : Knight, McGuire & Associates , Inc . 80 Royal Palm Pointe, Suite 401 Vero Beach , FL 32960 Phone : ( 772) 569 -5505 PROJECT ENGINEER OWNER REPRESENTATIVE Knight, McGuire & Associates , Inc. Indian River Land Trust 80 Royal Palm Pointe, Suite 401 Suite 301 , Vero Beach , FL 32960 80 Royal Palm Pointe ( 772) 569-5505 Vero Beach , FL 32960 ( 772 ) 7944701 C{Rl(IC�G )40 HOd00819 MUD& Contractors Bid Sheet for 12/2/2010 /am0Ommug@9 Gwo Lagoon Greenway Phase 1 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32980 - LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM UNIT Dennis South Bay No. DESCRIPTION QTY UNIT PRICE AMOUNT Kempf Tim Rose Bldrs Guettier 1 .00 ROAD RESURFACING Amount Unit Price Amount Amount Qty Unit Price Amount 1 . 10 Mobilization 0.65 AC $ $ 500.00 $ 3,000.00 $ 1 ,950.00 $ 21500.00 $ 1 .00 $ 5,500.00 $ 50500.00 1 .20 Clearing Costs small trees and underbrush 0.65 AC $ $ 29800.00 $ 2,500.00 $ 11625.00 $ 33200.00 $ 0.65 $ 6,500.00 $ 41225.00 1 .30 Rough Grading and Strip 6 in 0.25 AC $ $ 81990.00 $ 41800.00 $ 19200.00 $ 39700.00 $ 0.25 $ 19000.00 $ 250.00 1 .40 6" of Shell Rock for Parkin / Vehicular Access 711 .00 SY $ $ 41500.00 $ 8.49 $ 6,036.39 $ 19200.00 $ 665.00 $ 11 .50 $ 7,647.50 1 .50 Concrete apron and H .C. parking area 29. 10 CY $ $ 61984.00 $ 181 .00 $ 5,267. 10 $ 6,900.00 $ 1 ,500.00 $ 4.00 $ 6,000.00 1 .55 Concrete Curb Sawcut and Remove 63.00 LF $ $ 1 , 134.00 $ 8.00 $ 504.00 $ 750.00 $ 63.00 $ 4.00 $ 252.00 1 .60 Railroad Ties - Curb Stops 17.00 EA $ $ 680.00 $ 25.00 $ 425.00 $ 687.00 $ 17.00 $ 55.00 $ 935.00 1 .65 Concrete Curb Stops for H.C. Parking 2.00 EA $ $ 100.00 $ 20.00 $ 40.00 $ 60.00 $ 2.00 $ 120.00 $ 240.00 1 .70 Signage and Striping includes removal of existing striping) 1 .00 LS $ $ 11250.00 $ 900.00 $ 900.00 $ 300.00 $ 1 .00 $ 650.00 $ 650.00 1 .80 6' high AI-coated steel chain link fence 20.00 LF $ $ 475.00 $ 22.00 $ 440.00 $ 450.00 $ 20.00 $ 25.00 $ 500.00 1 .85 Construction Fence 614.00 LF $ $ 975.00 $ 1 .00 $ 614.00 $ 11000.00 $ 614.00 $ 0.85 $ 521 .90 1 .90 6' High chain link gate - 15' wide 2.00 EA $ 11035. 00 $ 2,070.00 $ 2,070.00 $ 1 ,035.00 $ 2,070.00 $ 21070.00 $ 2.00 $ 1 ,035.00 $ 21070.00 2.00 Monument Entry Sin 1 .00 EA $ 3,000.00 $ 30000 .00 $ 37000.00 $ 30000.00 $ 31000.00 $ 31000.00 $ 1 .00 $ 1 ,200.00 $ 11200.00 2. 10 Road Wav Sin 1 .00 EA $ $ 190.00 $ 110.00 $ 110.00 $ 100.00 $ 1 .00 $ 250.00 $ 250.00 2.20 5' Wide Sidewalk - 4" Thick Concrete 76.00 LF $ $ 1 ,970.00 $ 2.90 $ 220.40 $ 13000.00 $ 350.00 $ 3.75 $ 1 ,312.50 2.30 Landscaping Costs 1 .00 LS $ 800.00 $ 800.00 $ 800.00 $ 800 .00 $ 800.00 $ 800.00 $ 1 .00 $ 800.00 $ 800.00 2.32 Sodding of swale/disturbed areas 2000.00 SF $ $ 600.00 $ 0. 15 $ 300.00 $ 750.00 $ 14,851 .00 $ 0. 19 $ 29821 .69 2.35 Tree Removal 1 .00 E4 $ $ 900.00 $ 650.00 $ 650.00 $ 900.00 $ 1 .00 $ 500.00 $ 500.00 2.40 Information Kiosks 1 .00 EA $ 2,500.00 $ 2 ,500.00 $ 2,500.00 $ 21500.00 $ 21500 .00 $ 21500.00 $ 1 .00 $ 2,500.00 $ 2 ,500.00 2.50 Trail Signs 4.00 EA $ 100.00 $ 400 .00 $ 400.00 $ 100.00 $ 400 .00 $ 400.00 $ 4.00 $ 100.00 $ 400.00 2.60 Picnic Tables 2.00 EA $ 400.00 $ 800.00 $ 800.00 $ 400.00 $ 800.00 $ 800.00 $ 2.00 $ 400.00 $ 800.00 2.70 lGarbage Can 4.00 EA $ 50.00 $ 200.00 $ 200.00 $ 50.00 $ 200.00 $ 200.00 $ 4.00 $ 50.00 $ 200.00 2.80 jBike Rack 1 .00 EA $ $ 750.001 $ 600 .00 $ 600.00 $ 400.001 $ 1 .00 $ 750.00 $ 750.00 Sub-Total $ 9 ,770.00 $ 42,568.00 $ 30,651 .89 $ 33,667.00 $ 40, 325.59 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 JOB $ $ 850.00 $ 850.00 $ 850 .00 $ 850.00 $ 1 .00 $ 2,500.00 $ 21000.00 2.30 Surveyor - Construction Staking 1 LS $ $ 950.00 $ 1 ,200.00 $ 11200.00 $ 11000.00 $ 1 .00 $ 4,500.00 $ 31000.00 Sub-Total $ $ 11800.00 $ 29050.00 $ 1 ,850.00 $ 5,000.00 I Subtotal of work and Prof. Services $ 441368.00 $ 32,701 .89 $ 35,517.00 rT 45,325.59 NOTES: 1) Quantities are for bid purposes of only. Actual construction quantities may vary. 2) For discrepancies in quantities shown here versus those shown on bid plans, contractor may indicate by note substantial differences considered for complete bid pricing. 3) This schedule of Bid items is provided for convenience only, contractors shall verify quantities and items to insure complete Job. amounts represent the maximam allowance for that particular item I H d m Z O W y a CL a � ca e s I ID@NV9 N@c @Moa[E fmd Contractors Bid Sheet for 10/ 19/2010 ��oQ4�gfl 0H@G Lagoon Greenway Phase 1 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH , FL 32960 LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM No. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT COMMENTS 1 . 00 ROAD RESURFACING 1 . 10 Mobilization 0. 65 AC $ - 1 .20 Clearing Costs (small trees and underbrush) 0.65 AC $ - 1 . 30 Rough Grading and Strip 6 in 0.25 AC $ - 1 .40 6" of Shell Rock for Parking / Vehicular Access 711 . 00 SY $ - 1 .50 Concrete apron and H . C . parking area 29. 10 CY $ - 1 .55 Concrete Curb Sawcut and Remove 63 .00 LF $ - 1 .60 Railroad Ties - Curb Stops 17. 00 EA $ - 1 .65 Concrete Curb Stops for H . C . Parking 2 . 00 EA $ - 1 . 70 Signage and Striping (includes removal of existing striping) 1 . 00 LS $ - 1 .80 6' high AI-coated steel chain link fence 20 . 00 LF $ - 1 .85 Construction Fence 614 . 00 LF $ - 1 .90 6' High chain link gate - 15' wide 2 . 00 EA $ - 2.00 Monument Entry Sign 1 . 00 EA $ - 2. 10 Road Way Sign 1 .00 EA $ - 2 .20 5' Wide Sidewalk - 4" Thick Concrete 76 . 00 LF $ - 2.30 Landscaping Costs 1 . 00 LS $ - 2.32 Sodding of swale/disturbed areas 2000.00 - SF $ - 2 . 35 Tree Removal 1 :00 EA $ - 2.40 Information Kiosks. 1 . 00 EA $ - 2.50 Trail Signs 4 .00 EA $ - 2.60 Picnic Tables 2 . 00 EA $ - 2. 70 Garbage Can 4 . 00 EA $ - 2.80 Bike Rack 1 . 00 EA $ - Sub-Total $ - 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 ,JOB $ - 2 .30 Surveyor - Construction Staking 1 LS $ - Sub-Total $ - Grand Total $ - NOTES: 2) For discrepancies in quantities shown here versus those shown on bid plans, contractor may indicate by note substantial differences to be considered for complete bid pricing. 3) This schgdule of Bid items is provided for convenience only, contractors shall verify quantities and items to insure complete Job. C{Rl(IC�G )40 HOd00819 MUD& Contractors Bid Sheet for 12/2/2010 /am0Ommug@9 Gwo Lagoon Greenway Phase 1 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32980 - LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM UNIT Dennis South Bay No. DESCRIPTION QTY UNIT PRICE AMOUNT Kempf Tim Rose Bldrs Guettier 1 .00 ROAD RESURFACING Amount Unit Price Amount Amount Qty Unit Price Amount 1 . 10 Mobilization 0.65 AC $ $ 500.00 $ 3,000.00 $ 1 ,950.00 $ 21500.00 $ 1 .00 $ 5,500.00 $ 50500.00 1 .20 Clearing Costs small trees and underbrush 0.65 AC $ $ 29800.00 $ 2,500.00 $ 11625.00 $ 33200.00 $ 0.65 $ 6,500.00 $ 41225.00 1 .30 Rough Grading and Strip 6 in 0.25 AC $ $ 81990.00 $ 41800.00 $ 19200.00 $ 39700.00 $ 0.25 $ 19000.00 $ 250.00 1 .40 6" of Shell Rock for Parkin / Vehicular Access 711 .00 SY $ $ 41500.00 $ 8.49 $ 6,036.39 $ 19200.00 $ 665.00 $ 11 .50 $ 7,647.50 1 .50 Concrete apron and H .C. parking area 29. 10 CY $ $ 61984.00 $ 181 .00 $ 5,267. 10 $ 6,900.00 $ 1 ,500.00 $ 4.00 $ 6,000.00 1 .55 Concrete Curb Sawcut and Remove 63.00 LF $ $ 1 , 134.00 $ 8.00 $ 504.00 $ 750.00 $ 63.00 $ 4.00 $ 252.00 1 .60 Railroad Ties - Curb Stops 17.00 EA $ $ 680.00 $ 25.00 $ 425.00 $ 687.00 $ 17.00 $ 55.00 $ 935.00 1 .65 Concrete Curb Stops for H.C. Parking 2.00 EA $ $ 100.00 $ 20.00 $ 40.00 $ 60.00 $ 2.00 $ 120.00 $ 240.00 1 .70 Signage and Striping includes removal of existing striping) 1 .00 LS $ $ 11250.00 $ 900.00 $ 900.00 $ 300.00 $ 1 .00 $ 650.00 $ 650.00 1 .80 6' high AI-coated steel chain link fence 20.00 LF $ $ 475.00 $ 22.00 $ 440.00 $ 450.00 $ 20.00 $ 25.00 $ 500.00 1 .85 Construction Fence 614.00 LF $ $ 975.00 $ 1 .00 $ 614.00 $ 11000.00 $ 614.00 $ 0.85 $ 521 .90 1 .90 6' High chain link gate - 15' wide 2.00 EA $ 11035. 00 $ 2,070.00 $ 2,070.00 $ 1 ,035.00 $ 2,070.00 $ 21070.00 $ 2.00 $ 1 ,035.00 $ 21070.00 2.00 Monument Entry Sin 1 .00 EA $ 3,000.00 $ 30000 .00 $ 37000.00 $ 30000.00 $ 31000.00 $ 31000.00 $ 1 .00 $ 1 ,200.00 $ 11200.00 2. 10 Road Wav Sin 1 .00 EA $ $ 190.00 $ 110.00 $ 110.00 $ 100.00 $ 1 .00 $ 250.00 $ 250.00 2.20 5' Wide Sidewalk - 4" Thick Concrete 76.00 LF $ $ 1 ,970.00 $ 2.90 $ 220.40 $ 13000.00 $ 350.00 $ 3.75 $ 1 ,312.50 2.30 Landscaping Costs 1 .00 LS $ 800.00 $ 800.00 $ 800.00 $ 800 .00 $ 800.00 $ 800.00 $ 1 .00 $ 800.00 $ 800.00 2.32 Sodding of swale/disturbed areas 2000.00 SF $ $ 600.00 $ 0. 15 $ 300.00 $ 750.00 $ 14,851 .00 $ 0. 19 $ 29821 .69 2.35 Tree Removal 1 .00 E4 $ $ 900.00 $ 650.00 $ 650.00 $ 900.00 $ 1 .00 $ 500.00 $ 500.00 2.40 Information Kiosks 1 .00 EA $ 2,500.00 $ 2 ,500.00 $ 2,500.00 $ 21500.00 $ 21500 .00 $ 21500.00 $ 1 .00 $ 2,500.00 $ 2 ,500.00 2.50 Trail Signs 4.00 EA $ 100.00 $ 400 .00 $ 400.00 $ 100.00 $ 400 .00 $ 400.00 $ 4.00 $ 100.00 $ 400.00 2.60 Picnic Tables 2.00 EA $ 400.00 $ 800.00 $ 800.00 $ 400.00 $ 800.00 $ 800.00 $ 2.00 $ 400.00 $ 800.00 2.70 lGarbage Can 4.00 EA $ 50.00 $ 200.00 $ 200.00 $ 50.00 $ 200.00 $ 200.00 $ 4.00 $ 50.00 $ 200.00 2.80 jBike Rack 1 .00 EA $ $ 750.001 $ 600 .00 $ 600.00 $ 400.001 $ 1 .00 $ 750.00 $ 750.00 Sub-Total $ 9 ,770.00 $ 42,568.00 $ 30,651 .89 $ 33,667.00 $ 40, 325.59 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 JOB $ $ 850.00 $ 850.00 $ 850 .00 $ 850.00 $ 1 .00 $ 2,500.00 $ 21000.00 2.30 Surveyor - Construction Staking 1 LS $ $ 950.00 $ 1 ,200.00 $ 11200.00 $ 11000.00 $ 1 .00 $ 4,500.00 $ 31000.00 Sub-Total $ $ 11800.00 $ 29050.00 $ 1 ,850.00 $ 5,000.00 I Subtotal of work and Prof. Services $ 441368.00 $ 32,701 .89 $ 35,517.00 rT 45,325.59 NOTES: 1) Quantities are for bid purposes of only. Actual construction quantities may vary. 2) For discrepancies in quantities shown here versus those shown on bid plans, contractor may indicate by note substantial differences considered for complete bid pricing. 3) This schedule of Bid items is provided for convenience only, contractors shall verify quantities and items to insure complete Job. amounts represent the maximam allowance for that particular item I INDIAN RIVER COUNTY MEMORANDUM TO : Joseph A . Baird County Administrator ��// THROUGH : Robert M . Keating, AICP AMC Community Development Director FROM : Roland M . DeBlois , AIC Chief, Environmental Planning & Code Enforcement Section i DATE : February 7 , 2011 RE : Request for Execution of Construction Agreement with Timothy Rose Contracting, Inc . , for Construction of Phase 1 Public Access Improvements on the Flinn Tract of the Lagoon Greenway For your signature, please find attached two originals of a County construction agreement with Timothy Rose Contracting, Inc., for construction of access improvements on the Flinn Tract of the " Lagoon Greenway" project . On November 2 , 2010 , the Board of County Commissioners approved a project agreement with the Florida Inland Navigation District (FIND) for construction of public access improvements on the Flinn Tract of the Lagoon Greenway . That agreement related to a $ 17 , 845 . 00 (50%) grant awarded by FIND , which was applied for by county staff with assistance from the Indian River Land Trust (IRLT) . Since November, the IRLT has worked with Knight, McGuire & Associates to develop construction contract documents and has obtained four bids for the work . The low bid for the Lagoon Greenway Phase 1 construction project was submitted by Timothy Rose Contracting, Inc . ( $ 32 , 701 . 89) . County Ordinance 2005 - 025 authorizes the County Administrator to approve construction agreement s up to $ 50 , 000 . 00 . Under that authority, I request that you execute the attached agreement on behalf of the County . The construction agreement has been reviewed by purchasing department staff and has been signed- off by county attorney staff. FUNDING I On February 16 , 2010 , the County Commission approved an appropriation of up to $ 100 , 000 in Park Impact Fees for use as a match towards the public access improvements . Account number 10321072 -066510 - 11001 has been set up for this project. `F'�C=ommlinity.Devel_ opment\Users\ROLAND\LAAC\Flinn Tract\FIND Grant ApphConstruction Agreement cover memo to Co Admin .doc o, �� A I LAGOON GREENWAY - PHASE 1 C C5 V ;�j T CONSTRUCTION AGREEMENT A M 1 r1 tS A� Of . 7 ^ i THIS AGREEMENT made and entered into this day of 6Z ..kL- V . 120 t by and Szea �-4- M between Timothy Rose Contracting, Inc . , hereinafter called the CONTRACTOR, and Indian River County, - herein called the OWNER. WITNESSED : That whereas , the OWNER and the CONTRACTOR for the consideration hereinafter named , agree as set forth below : Article 1 . SCOPE OF WORK As per specifications of the Contract Documents for Indian River Lagoon Greenway - Phase 1 prepared by Knight , McGuire & Associates , Inc . for the Indian River Land Trust, in partnership with OWNER, such Contract Documents attached as Exhibit A to this Agreement, and in accordance with the following estimated construction costs (per CONTRACTOR ' S bid) ; LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM No. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 .00 ROAD RESURFACING 1 . 10 Mobilization 0.65 AC $ 3 , 000 . 00 $ 11 950 . CO - 1 .20 Clearing Costs (small trees and underbrush) 0.65 AC $ 2 , 500 . 00 $ 11 625 . 00 - 1 .30 Rough Grading and Strip b in 0.25 AC $ 4 , 800 . 00 $ 11200 . 00 - 1 .40 6" of Shell Rock for Parking / Vehicular Access 711 .00 SY $ 8 . 49 $ 6j 036 . 3 9 - 1 .50 Concrete apron and H. C . parking area 29 . 10 CY $ 181 - 00 $ 51267 . 10 - 1 .55 Concrete Curb Sawcut and Remove 63.00 LF $ 8 . 00 $ 504 . 00 - 1 .60 Railroad Ties - Curb Stops 17.00 EA $ 25 . 00 $ 425 . 00 - 1 .65 Concrete Curb Stops for H . C . Parking 2 .00 EA $ 20 . 00 $ 40 . 00 - 1 . 70 Signage and Striping includes removal of existing striping) 1 .00 LS $ 9 o o . o o $ 9 o o . o o - 1 .80 6' high AI-coated steel chain link fence 20.00 LF $ 22 . 00 $ 440 . 00 - 1 .85 Construction Fence 614. 00 LF $ 1 . 00 $ 614 . 00 - 1 .90 6' High chain link gate - 15' wide 2.00 EA $ 1 , 035 . 00 $ 2 , 070 . 00 - 2.00 Monument Entry Sin 1 . 00 EA $ 3 , 000 . 00 $ 3f000 . 00 - 2. 10 Road Way Sign 1 .00 EA $ llo . 00 $ iio . 0o - 2 . 20 5' Wide Sidewalk - 4" Thick Concrete 76.00 LF $ 2 . 90 $ 220 . 40 - 2 . 30 Landscaping Costs 1 .00 LS $ e o o . o o $ 800 . 00 - 2 . 32 00 . oo - 2 . 32 Soddin of Swale/disturbed areas 2000.00 SF $ o . i s $ 3 o o . o o - 2 .35 Tree Removal 1 :00 EA $ 650 . 00 $ 650 . 00 - 2 .40 Information Kiosks 1 . 00 EA $ 2 , 500 . 00 $ 2 , 500 . 00 - 2. 50 Trail Signs 4. 00 EA $ ioo . oo $ 400 . 00 - 2. 60 Picnic Tables 2. 00 EA $ 400 . 00 $ 800 . 00 - 2. 70 Garbage Can 4 . 00 EA $ 50 . 00 $ 200 . 00 - 2.80 Bike Rack 1 .00 EA 600 . 00 $ 600 . 00 - Sub-Total $ 30 651 . 89 - 2.00 PROFESSIONAL SERVICES ±2.20 Soils/Matedal Testing 1 ,JOB $ 850 . 00 $ 850 . 00 - Surveyor - Construction Staking 1 LS $ 1 200 , 00 $ , () 00 . 00 - Sub-Total $ 1 . 850 , 00 - Grand Total $ 32 7 01 , 8 9 - - 1 - CONTRACTOR, as an independent CONTRACTOR and not as an employee, shall furnish, for the sum of Thirty Two Thousand Seven Hundred One and 89/ 100 Dollars ($ 32 , 701 . 89) , all of the necessary labor, material , and equipment to perform the work described in accordance with the Contract Documents . Article 2 . TIME OF COMPLETION Time of completion shall be 120 Days from receipt of the Notice to Proceed . Article 3 . GENERAL The CONTRACTOR hereby certifies that he has read every clause of the Contract Documents and that he has made such examination of the location of the proposed work as is necessary to understand fully the nature of the obligation herein made ; and shall complete the same the time limit specified herein in accordance with the plans and specifications . The OWNER and CONTRACTOR agree to maintain records , invoices , and payments for the work. The CONTRACTOR shall provide Performance Bonds for all work in this Agreement . All work under this Contract shall be done to the satisfaction of the OWNER, who shall in all cases determine the amount , quality, fitness , and acceptability of the several kinds of work and materials which are to be paid for hereunder, and shall decide all questions which may arise as to fulfillment of the Contract on the part of the CONTRACTOR, and his decision thereon shall be final and conclusive ; and such determination and decision, in case any question shall arise, shall be a condition precedent to the right of the CONTRACTOR to receive any money hereunder. Any clause or section of this contract or specification which may for any reason be declared invalid by a court of competent jurisdiction, including appeal, if any, may be eliminated therefrom; and the intent of this Contract and the remaining portion thereof will remain in full force and effect as though such invalid clause or section has not been incorporated therein . Article 4 . QUANTITIES AND PRICES The Owner shall pay the CONTRACTOR for all work included and completed in accordance with this Contract, based on the items of work set forth in the CONTRACTOR ' S Bid Form. Article 5. ACCEPTANCE AND FINAL PAYMENT When the work provided for under this contract has been completed , in accordance with the terms thereof, that a lump sum payment request in the amount of such work shall be prepared by the CONTRACTOR, and filed with the OWNER within fifteen days after the date of completion . The final estimate shall be accompanied by a Certificate of Acceptance issued by the ENGINEER, stating that the work has been completed to his satisfaction, in compliance with the Contract . The Certificate of Acceptance shall not be issued until completed As-built drawings of the actual construction have been furnished to the OWNER and verified . - 2 - C{Rl(IC�G )40 HOd00819 MUD& Contractors Bid Sheet for 12/2/2010 /am0Ommug@9 Gwo Lagoon Greenway Phase 1 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32980 - LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM UNIT Dennis South Bay No. DESCRIPTION QTY UNIT PRICE AMOUNT Kempf Tim Rose Bldrs Guettier 1 .00 ROAD RESURFACING Amount Unit Price Amount Amount Qty Unit Price Amount 1 . 10 Mobilization 0.65 AC $ $ 500.00 $ 3,000.00 $ 1 ,950.00 $ 21500.00 $ 1 .00 $ 5,500.00 $ 50500.00 1 .20 Clearing Costs small trees and underbrush 0.65 AC $ $ 29800.00 $ 2,500.00 $ 11625.00 $ 33200.00 $ 0.65 $ 6,500.00 $ 41225.00 1 .30 Rough Grading and Strip 6 in 0.25 AC $ $ 81990.00 $ 41800.00 $ 19200.00 $ 39700.00 $ 0.25 $ 19000.00 $ 250.00 1 .40 6" of Shell Rock for Parkin / Vehicular Access 711 .00 SY $ $ 41500.00 $ 8.49 $ 6,036.39 $ 19200.00 $ 665.00 $ 11 .50 $ 7,647.50 1 .50 Concrete apron and H .C. parking area 29. 10 CY $ $ 61984.00 $ 181 .00 $ 5,267. 10 $ 6,900.00 $ 1 ,500.00 $ 4.00 $ 6,000.00 1 .55 Concrete Curb Sawcut and Remove 63.00 LF $ $ 1 , 134.00 $ 8.00 $ 504.00 $ 750.00 $ 63.00 $ 4.00 $ 252.00 1 .60 Railroad Ties - Curb Stops 17.00 EA $ $ 680.00 $ 25.00 $ 425.00 $ 687.00 $ 17.00 $ 55.00 $ 935.00 1 .65 Concrete Curb Stops for H.C. Parking 2.00 EA $ $ 100.00 $ 20.00 $ 40.00 $ 60.00 $ 2.00 $ 120.00 $ 240.00 1 .70 Signage and Striping includes removal of existing striping) 1 .00 LS $ $ 11250.00 $ 900.00 $ 900.00 $ 300.00 $ 1 .00 $ 650.00 $ 650.00 1 .80 6' high AI-coated steel chain link fence 20.00 LF $ $ 475.00 $ 22.00 $ 440.00 $ 450.00 $ 20.00 $ 25.00 $ 500.00 1 .85 Construction Fence 614.00 LF $ $ 975.00 $ 1 .00 $ 614.00 $ 11000.00 $ 614.00 $ 0.85 $ 521 .90 1 .90 6' High chain link gate - 15' wide 2.00 EA $ 11035. 00 $ 2,070.00 $ 2,070.00 $ 1 ,035.00 $ 2,070.00 $ 21070.00 $ 2.00 $ 1 ,035.00 $ 21070.00 2.00 Monument Entry Sin 1 .00 EA $ 3,000.00 $ 30000 .00 $ 37000.00 $ 30000.00 $ 31000.00 $ 31000.00 $ 1 .00 $ 1 ,200.00 $ 11200.00 2. 10 Road Wav Sin 1 .00 EA $ $ 190.00 $ 110.00 $ 110.00 $ 100.00 $ 1 .00 $ 250.00 $ 250.00 2.20 5' Wide Sidewalk - 4" Thick Concrete 76.00 LF $ $ 1 ,970.00 $ 2.90 $ 220.40 $ 13000.00 $ 350.00 $ 3.75 $ 1 ,312.50 2.30 Landscaping Costs 1 .00 LS $ 800.00 $ 800.00 $ 800.00 $ 800 .00 $ 800.00 $ 800.00 $ 1 .00 $ 800.00 $ 800.00 2.32 Sodding of swale/disturbed areas 2000.00 SF $ $ 600.00 $ 0. 15 $ 300.00 $ 750.00 $ 14,851 .00 $ 0. 19 $ 29821 .69 2.35 Tree Removal 1 .00 E4 $ $ 900.00 $ 650.00 $ 650.00 $ 900.00 $ 1 .00 $ 500.00 $ 500.00 2.40 Information Kiosks 1 .00 EA $ 2,500.00 $ 2 ,500.00 $ 2,500.00 $ 21500.00 $ 21500 .00 $ 21500.00 $ 1 .00 $ 2,500.00 $ 2 ,500.00 2.50 Trail Signs 4.00 EA $ 100.00 $ 400 .00 $ 400.00 $ 100.00 $ 400 .00 $ 400.00 $ 4.00 $ 100.00 $ 400.00 2.60 Picnic Tables 2.00 EA $ 400.00 $ 800.00 $ 800.00 $ 400.00 $ 800.00 $ 800.00 $ 2.00 $ 400.00 $ 800.00 2.70 lGarbage Can 4.00 EA $ 50.00 $ 200.00 $ 200.00 $ 50.00 $ 200.00 $ 200.00 $ 4.00 $ 50.00 $ 200.00 2.80 jBike Rack 1 .00 EA $ $ 750.001 $ 600 .00 $ 600.00 $ 400.001 $ 1 .00 $ 750.00 $ 750.00 Sub-Total $ 9 ,770.00 $ 42,568.00 $ 30,651 .89 $ 33,667.00 $ 40, 325.59 2.00 PROFESSIONAL SERVICES 2.20 Soils/Material Testing 1 JOB $ $ 850.00 $ 850.00 $ 850 .00 $ 850.00 $ 1 .00 $ 2,500.00 $ 21000.00 2.30 Surveyor - Construction Staking 1 LS $ $ 950.00 $ 1 ,200.00 $ 11200.00 $ 11000.00 $ 1 .00 $ 4,500.00 $ 31000.00 Sub-Total $ $ 11800.00 $ 29050.00 $ 1 ,850.00 $ 5,000.00 I Subtotal of work and Prof. Services $ 441368.00 $ 32,701 .89 $ 35,517.00 rT 45,325.59 NOTES: 1) Quantities are for bid purposes of only. Actual construction quantities may vary. 2) For discrepancies in quantities shown here versus those shown on bid plans, contractor may indicate by note substantial differences considered for complete bid pricing. 3) This schedule of Bid items is provided for convenience only, contractors shall verify quantities and items to insure complete Job. amounts represent the maximam allowance for that particular item I o, �� A I LAGOON GREENWAY - PHASE 1 C C5 V ;�j T CONSTRUCTION AGREEMENT A M 1 r1 tS A� Of . 7 ^ i THIS AGREEMENT made and entered into this day of 6Z ..kL- V . 120 t by and Szea �-4- M between Timothy Rose Contracting, Inc . , hereinafter called the CONTRACTOR, and Indian River County, - herein called the OWNER. WITNESSED : That whereas , the OWNER and the CONTRACTOR for the consideration hereinafter named , agree as set forth below : Article 1 . SCOPE OF WORK As per specifications of the Contract Documents for Indian River Lagoon Greenway - Phase 1 prepared by Knight , McGuire & Associates , Inc . for the Indian River Land Trust, in partnership with OWNER, such Contract Documents attached as Exhibit A to this Agreement, and in accordance with the following estimated construction costs (per CONTRACTOR ' S bid) ; LAGOON GREENWAY - PHASE 1 ESTIMATED CONSTRUCTION COSTS ITEM No. DESCRIPTION QTY UNIT UNIT PRICE AMOUNT 1 .00 ROAD RESURFACING 1 . 10 Mobilization 0.65 AC $ 3 , 000 . 00 $ 11 950 . CO - 1 .20 Clearing Costs (small trees and underbrush) 0.65 AC $ 2 , 500 . 00 $ 11 625 . 00 - 1 .30 Rough Grading and Strip b in 0.25 AC $ 4 , 800 . 00 $ 11200 . 00 - 1 .40 6" of Shell Rock for Parking / Vehicular Access 711 .00 SY $ 8 . 49 $ 6j 036 . 3 9 - 1 .50 Concrete apron and H. C . parking area 29 . 10 CY $ 181 - 00 $ 51267 . 10 - 1 .55 Concrete Curb Sawcut and Remove 63.00 LF $ 8 . 00 $ 504 . 00 - 1 .60 Railroad Ties - Curb Stops 17.00 EA $ 25 . 00 $ 425 . 00 - 1 .65 Concrete Curb Stops for H . C . Parking 2 .00 EA $ 20 . 00 $ 40 . 00 - 1 . 70 Signage and Striping includes removal of existing striping) 1 .00 LS $ 9 o o . o o $ 9 o o . o o - 1 .80 6' high AI-coated steel chain link fence 20.00 LF $ 22 . 00 $ 440 . 00 - 1 .85 Construction Fence 614. 00 LF $ 1 . 00 $ 614 . 00 - 1 .90 6' High chain link gate - 15' wide 2.00 EA $ 1 , 035 . 00 $ 2 , 070 . 00 - 2.00 Monument Entry Sin 1 . 00 EA $ 3 , 000 . 00 $ 3f000 . 00 - 2. 10 Road Way Sign 1 .00 EA $ llo . 00 $ iio . 0o - 2 . 20 5' Wide Sidewalk - 4" Thick Concrete 76.00 LF $ 2 . 90 $ 220 . 40 - 2 . 30 Landscaping Costs 1 .00 LS $ e o o . o o $ 800 . 00 - 2 . 32 00 . oo - 2 . 32 Soddin of Swale/disturbed areas 2000.00 SF $ o . i s $ 3 o o . o o - 2 .35 Tree Removal 1 :00 EA $ 650 . 00 $ 650 . 00 - 2 .40 Information Kiosks 1 . 00 EA $ 2 , 500 . 00 $ 2 , 500 . 00 - 2. 50 Trail Signs 4. 00 EA $ ioo . oo $ 400 . 00 - 2. 60 Picnic Tables 2. 00 EA $ 400 . 00 $ 800 . 00 - 2. 70 Garbage Can 4 . 00 EA $ 50 . 00 $ 200 . 00 - 2.80 Bike Rack 1 .00 EA 600 . 00 $ 600 . 00 - Sub-Total $ 30 651 . 89 - 2.00 PROFESSIONAL SERVICES ±2.20 Soils/Matedal Testing 1 ,JOB $ 850 . 00 $ 850 . 00 - Surveyor - Construction Staking 1 LS $ 1 200 , 00 $ , () 00 . 00 - Sub-Total $ 1 . 850 , 00 - Grand Total $ 32 7 01 , 8 9 - - 1 -