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Home My Public Portal About2008 Contract SpecificationsRESOLUTION NO. 2008-21 A RESOLUTION OF THE VILLAGE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, AUTHORIZING AND AWARDING CONSTRUCTION CONTRACT BETWEEN THE VILLAGE AND CONQUEST ENGINEERING GROUP (THE "CONTRACTOR") TO PROVIDE FOR THE CONSTRUCTION OF THE RECLAIMED WATER DISTRIBUTION SYSTEM PURSUANT TO MIAMI-DADE COUNTY FUNDING; PROVIDING FOR IMPLEMENTATION; PROVIDING FOR EFFECTIVE DATE. WHEREAS, pursuant to public bidding process, the Village of Key Biscayne (the "Village") has sought bids for the construction of the reclaimed water distribution system (the "Project") which shall be constructed by the contractors of the Village as a facility of Miami- Dade County using funds provided by Miami- Dade County (the "County") for such purpose; and WHEREAS, the Village Manager has caused the ten (10) bids which were submitted for the Project to be reviewed for the Village by the firm of Corzo Castella Carballo Thompson Salman, P.A. ("C3TS"); and WHEREAS, C3TS has reviewed the bids and has recommended that the Project be awarded to the lowest, responsible, responsive bidder, to wit: Conquest Engineering Group (the "Contractor") in the amount of Seven Hundred Eighty Nine Thousand, Eighty Four ($ 789,084) Dollars; and WHEREAS, the Village Council finds that since the improvements constituting this Project shall constitute a facility of the County, and the Project is funded by the County, that a capital project authorizing ordinance is not required under the Village Charter, but in any event, finds that the Project has previously been authorized, to the extent required, by Capital Project authorizing Ordinance No. 2006-6; and WHEREAS, the Village Council finds that it is in the best interest of the Village to proceed as indicated in this Resolution. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE VILLAGE OF KEY BISCAYNE, FLORIDA, AS FOLLOWS: Section 1. Recitals Adopted. That each of the recitals stated above is hereby adopted and confirmed. Section 2. Agreement Approved, Specification of Funds, Conditions. A. Agreement Approved. That the Contract for construction (the "Agreement"), in substantially the form attached hereto, between the Contractor and the Village for construction of the Project is hereby approved, and the Village Manager is hereby authorized to execute the Agreement on behalf of the Village, once approved as to form and legal sufficiency by the Village Attorney, and subject to the provisions and conditions of this Resolution. B. Funding Source. That funding for the Project shall be provided in accordance with the Village Manager's memorandum which accompanies this Resolution, in an amount which shall not exceed the Agreement cost amount which is expressly set forth in the above stated recitals. C. Conditions. That the Agreement shall be subject to the condition precedent that funds (as provided to the Village by the County) are available and budgeted, as applicable, for the accomplishment of the work for this Project. Further, the Agreement shall be subject to the conditions which have been incorporated into the Agreement, including, but not limited to, the conditions which are set forth in Section 1.12.2 (B) and (C) of the Agreement. Section 3. Implementation. That the Village Manager is hereby authorized to take any and all action which is necessary to implement the purposes of this Resolution and the 2 Agreement. Section 4. Effective Date. That this Resolution shall be effective immediately upon adoption hereof. PASSED AND ADOPTED this 13th day of May, 2008. MAYOR ROBERT L. VERNON CONCHITA H. ALVAREZ, CMC, VILLAGE CLERK APPROVED AS TO FORM AND LEGAL SUFFICIENC VILLAGE ATTORT C:\Authorizing Reclaimed Water Distribution Project Contract 3 VILLAGE OF KEY BISCAYNE RECLAIMED WATER DISTRIBUTION SYSTEM CONTRACT SPECIFICATIONS PROJECT NUMBER 01-1588.04 April 2008 3T-- TABLE OF CONTENTS Section Description 01600 Material and Equipment 01700 Contract Closeout 01710 Final Cleaning 01720 Project Record Documents 01730 Operating and Maintenance Instructions 01740 Warranties and Bonds 01910 Bypass Pumping System DIVISION 2 SITE WORK 02050 Demolition 02201 Earthwork 02203 Structural Excavation, Backfill, and Compaction 02204 Trenching, Backfill and Compaction 02205 Selected Fill 02207 Restoration of Surfaces 02209 Topsoil and Seeding 02220 Structure Excavation and Backfill 02221 Trenching and Backfilling for Utility Systems 02341 Horizontal Directional Drilling 02574 Pavement Removal and Replacement 026' Reclaimed and Potable Water Distribution System 02662 Water Service Installations 02663 Cleaning and Testing of Main__ 02934 Solids Sodding DIVISION 3 CONCRETE 03100 Concrete Formwork 03200 Concrete Reinforcement 03250 Concrete Accessories 03300 Cast -In -Place Concrete 03600 Grout EXHIBITS A. Village of Key Biscayne Ordinance 93-16 B. Public Entity Crimes Affidavit C. Sample Notice to Residents D. Payment Application Format E. Geotechnical Study (1-6-94) — Langan Engineering Project 01-1588.04 April 2008 TOC-2 Village of Key Biscayne Reclaimed Water Distribution System SECTION 00020 NOTICE OF INVITATION TO BID VILLAGE OF KEY BISCAYNE Notice is hereby given that sealed bids will be received until 2:00 P.M. local time, Monday, May 5`", 2008, in the office of the Village Clerk, Village of Key Biscayne, 88 W. McIntyre Street, 2'' Floor of the Village Hall, and opened immediately thereafter in the office of the Village Clerk, 21u1 Floor of the Village Hall, for construction of the following project: The Village of Key Biscayne Reclaimed Water Distribution System The reclaimed water distribution system will be installed from the northern Village limits running south, primarily along Femwood Road, to West Mashta Drive including service lines, valves and appurtenances, and roadway/right-of-way restoration, and other related work as shown on the plans. Bidding Documents may be examined and obtained on or after Thursday, April 3, 2008 at the Office of the Villa.' ierk, Village of Key Biscayne, at 88 West McIntyre Street, Key Biscayne, Florida 33149. (OWNER) A non-refundable deposit of One Hundred Dollars ($100.00) will be required for each set of Bidding Documents obtained. Checks shall be made payable to the Village of Key Biscayne. The bidder must hold a Dade County Engineering Contractor License in accordance with Chapter 10- 3, Dade County Code, or State equivalent license. Each Bid must be submitted in a sealed envelope bearing on the outside, the name and address of the Bidder, the name of the project for which the Bid is submitted, and the date and time of opening. Each Bid must be accompanied by a Bid guarantee in the form of either a Bid Bond with a corporate surety satisfactory to the OWNER or a certified check, cashier's check, irrevocable letter of credit, treasurer's check or bank draft drawn upon an incorporated national or state bank or trust company, in an amount not less than five percent (5%) of the total Bid Price, as a guarantee that the Bidder, if awarded the Contract, will within ten (10) consecutive calendar days after being presented with the prescribed Contract forms, enter into a written Contract with the OWNER in accordance with the accepted Bid. The successful Bidder, upon award of Contract, must provide Performance and Payment Bonds, satisfactory to the OWNER, each in an amount equal to one hundred percent (100%) of the Contract Amount. A mandatory pre -bid conference will be held at the Building and Zoning Conference Room in the Village of Key Biscayne, at the above address, on Monday, April 21, 2008, at 10:00 A.M. local time, which all Bidders of record are invited to attend. Project 01-1588.04 April 2008 00020-1 Village of Key Biscayne Reclaimed Water Distribution System The bid will be awarded to the lowest responsible responsive bidder, however, the OWNER reserves the right to reject any and all Bids, to waive any informality, or minor defect in any Bid, increase or decrease the quantities shown in the bid documents and to re -advertise for Bids, if it is the best interest of the Village. No Bidder may withdraw his Bid within one -hundred -twenty (120) calendar days after the date set for the opening thereof. The Local Agency of the Village of Key Biscayne hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuit to this advertisement, Disadvantaged Business Enterprise will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, gender, religion, age, disability, martial status or national origin in consideration for an award. Project 01-1588.04 April 2008 00020-2 Village of Key Biscayne Reclaimed Water Distribution System SECTION 00200 INSTRUCTIONS TO BIDDERS 1.01 PROJECT DESCRIPTION A. The Work of this project consists of furnishing all labor, materials, equipment, tools, transportation, services and incidentals and of performing all work necessary to construct The Village of Key Biscayne Reclaimed Water Distribution System as noted in the Section 00020 Invitation to Bid, complete, in place and ready for service in accordance with the Contract Documents prepared therefore, and entitled the Village of Key Biscayne Sanitary Sewer System. B. The Contract Documents include five sets of construction drawings, entitled Reclaimed Water Distribution System. C. Completion time for the project will be 90 calendar days as set forth in the Agreement. 1.02 DEFINED TERMS A. Terms used in the Instructions to Bidders are defined and have the meanings assigned to them in the General Conditions. 1.03 COPIES OF BIDDING DOCUMENTS A. -:,iy complete sets of Bidding Documents will be issued and shall be used in preparing Bids. Neither the OWNER nor the ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets. B. Complete sets of Bidding Documents may be obtained in the manner and at the location stated in the Invitation to Bid. The deposit is non-refundable. 1.04 QUALIFICATIONS OF BIDDERS A. Each Bid must contain either evidence of the Bidder's qualifications to do business in the area where the project is located or covenant to obtain such qualifications prior to award of Contract. B. To demonstrate his qualifications to perform the Work, each Bidder shall submit with his Bid written evidence as to his financial status, previous successful contractual and technical experience in similar work including references, description and volume of present commitments, evidence of possession of, or covenant to obtain prior to award of Contract, valid state, county and local licenses and Certificates of Competency covering all operations and all areas of political jurisdiction involved in the work of this project and such other data as may be requested by the OWNER. 1.05 DISQUALIFICATION OF BIDDERS A. One Proposal: Only one Proposal from an individual firm, partnership or corporation under the same or under different names will be considered. If it is believed that a Bidder is interested in more than one Proposal for the work involved, all Proposals in which such a Bidder is interested will be rejected. Project 01-1588.04 00200-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System B. Collusion Among Bidders: If it is believed that collusion exists among the Bidders, the Proposals of all participants in such collusion will be rejected, and no participants in such collusion will be considered in future Proposals for the same work. 1.06 EXAMINATION OF SITE CONDITIONS A. Each Bidder, by and through the submission of his Bid, agrees that he shall be held responsible for having theretofore examined the site, the location of all proposed work and for having satisfied himself from his own personal knowledge and experience or professional advice as to the character and location of the site, surface and subsurface conditions, elevations, locations of buried utilities and structures, and any other conditions and obstructions affecting the work, the nature of any existing construction and other physical characteristics of the job, in order that he may include in the prices which he bids all costs pertaining to the work and thereby provide for the satisfactory completion thereof, including the removal, relocation or replacement of any objects or obstructions which may be encountered in doing the proposed work. B. Reports and records of contours, obstructions and subsurface investigations indicated on the Drawings or included hereinafter, were made solely for design purposes for the work. The OWNER and ENGINEER do not warrant, guarantee or represent that said data is accurate or complete with respect to actual subsurface conditions throughout the site. Therefore, the Bidder, by and through the submission of his Bid, affirms that he has satisfied himself with respect to such site conditions, and, should the Bidder be awarded the Contract, he agrees that he will make no claims against the OWNER or ENGINEER if, in carrying out the work, he finds that the actual conditions do not conform to those indicated. The OWNER will, upon request, provide each Bidder with reasonable access to the site to conduct such tests and investigations as each Bidder deems necessary for submission of his Bid. If a Bidder obtains such access, he shall restore the site to the condition existing prior to conducting said tests and investigations. C. - The Bidder, -in preparing the Bid -,--shall- take into -consideration -that work-by-othereontractors-may be - in progress at or near the site during the performance of the Work. The Bidder, should he be awarded a Contract, will be expected to avoid interference with work done by other contractors and to coordinate his work with such other contractors at the site. 1.07 EXAMINATION OF CONTRACT DOCUMENTS A. Each Bidder shall carefully examine the Contract Documents, and become thoroughly informed regarding any and all conditions and requirements that may in any manner affect cost, progress or performance of the Work to be performed under the Contract. Ignorance on the part of the CONTRACTOR will in no way relieve him of the obligations and responsibilities assumed under the Contract. B. Should a Bidder find discrepancies, ambiguities or omissions in the Contract Documents, or be in doubt as to their meaning, such Bidder shall at once notify the ENGINEER in writing. 1.08 INTERPRETATIONS, CLARIFICATIONS AND ADDENDA A. No oral interpretations will be made to any Bidder as to the meaning of the Contract Documents. Any inquiry or request for interpretation received seven (7) or more days prior to the date fixed for opening of Bids will be given consideration. All such changes or interpretations will be made in writing in the form of an addendum and, if issued, will be mailed or sent by available means to all known Project 01-1588.04 00200-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System prospective Bidders prior to the established bid opening date. Each Bidder shall acknowledge receipt of such addenda in the space provided therefor in the Proposal form. In case any Bidder fails to acknowledge receipt of such addenda or addendum, his Bid will nevertheless be construed as though it had been received and acknowledged and the submission of his Bid will constitute acknowledgment of the receipt of same. All addenda are a part of the Contract Documents and each Bidder will be bound by such addenda, whether or not received by him. It is the responsibility of each Bidder to verify that he has received all addenda issued before Bids are opened. 1.09 INTERPRETATION OF QUANTITIES A. The quantities of work to be performed and materials to be furnished under unit price items, as given in the Proposal, shall be considered as approximate only and will be used solely for the comparison of Bids received. The OWNER and/or ENGINEER do not expressly or by implication represent that the actual quantities involved will correspond exactly therewith; nor shall the Bidder plead misunderstanding or deception because of such estimate or quantities or of the character, location or other conditions pertaining to the work. Payment to the CONTRACTOR under unit price items will be made only for the actual measured quantities of work performed and materials furnished in accordance with the Contract Documents, and it is understood that the quantities may be increased or decreased at the OWNER's option, as provided in the General Conditions, without in any way invalidating any of the unit or lump sum prices bid. 1.10 ALTERNATES A. When certain items of equipment or materials are specified or described as the product of a particular manufacturer, together with any required additional information such as model number, size or catalog .,tuber, only such specific items may be used in preparing the Bid, except as hereinafter provided. B. A Bidder proposing to seek approval for the use of alternate or substitute equipment, must do so in accordance with the provisions of Paragraph 6.7 of Section 00700 General Conditions and must judge for himself that such proposed equipment is of comparable character and quality to that specified. The OWNER or the ENGINEER will not discuss, approve or disapprove any alternate or substitution of equipment or materials before execution of the Contract. The cost of changes in related work, additional drawings which may be required to illustrate or define the alternate or substitute equipment and its relation to the other parts or portions of the work shall be paid solely by the CONTRACTOR. Substitution of equipment or materials will cause no change in the Contract Time or in the amount of liquidated damages. 1.11 GOVERNING LAWS AND REGULATIONS A. The Bidder is required to be familiar with and shall be responsible for complying with all federal, state and local laws, ordinances, rules and regulations that in any manner affect the work. B. The bid prices shall include all sales, consumer, use and other taxes required to be paid in accordance with the law of the place of the project. 1.12 PREBID CONFERENCE A. At the OWNER's discretion, a prebid conference will be held at the time and place indicated in the Invitation to Bid at which time the questions and concerns of Bidders will be answered. Questions, clarifications and other information relevant to the Bidding Documents will be considered and changes Project 01-1588.04 00200-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System deemed necessary in the Bidding Documents will be issued in the form of an Addendum to Bidders of record. All Bidders of record are invited to attend. 1.13 PREPARATION OF BIDS A. Signature of the Bidder: Each Bidder shall sign the Proposal forms in the space provided for the signature. If the Bidder is an individual, the words "doing business as ", or "Sole Owner" must appear beneath such signature. In the case of a partnership, the signature of at least one of the partners must follow the firm name and the words "Member of the Firm" should be written beneath such signature. If the Bidder is a corporation, the title of the officer signing the Proposal in behalf of the corporation must be stated and evidence of his authority to sign the Proposal must be submitted. The Bidder shall state in the Proposal the name and address of each person interested therein. B. Basis for Bidding: The price bid for each item shall be on a lump sum or unit price basis according to the form of the Proposal. The bid prices shall remain unchanged for the duration of the Contract and no claims for cost escalation during the progress of the work will be considered. C. Price Bid: The total price bid for the work shall be the aggregate of the lump sum prices bid and unit prices multiplied by the appropriate estimated quantities for the individual items and shall be stated in figures in the appropriate place on the Proposal Form. In the event that there is a discrepancy on the Proposal Form due to unit price extensions or additions, the corrected extensions and additions shall be used to determine the project bid amount. 1.14 SUBMISSION OF BIDS A Fach Proposal bid shall be submitted on the Proposal Form as furnished, together with a suitable bid security as herein described. The Proposal; and-bid--security-if required,-shall-be-submitted-in-a-seafed-envelope-clearly-marked to - indicate its contents and the name of the B idder. If forwarded by mail, the above mentioned envelope shall be enclosed in another envelope addressed to the entity and address stated in Invitation to Bid, and preferably by special delivery, registered mail; if forwarded otherwise than by mail, it shall be delivered to the same address. Proposals will be received until the date and hour stated in the Invitation to Bid. C. Each Bidder shall submit with his Proposal an accompanying letter in which he shall list the names and addresses of his major subcontractors together with the services they will supply. These subcontractors will be subject to review as to their competency by the OWNER prior to award of Contract and shall be one of the considerations in determining the successful Bidder. After award of Contract, no change in subcontractors shall be made unless approved by the OWNER after a request for such a change, including the reasons therefore has been submitted in writing by the CONTRACTOR. Approval of proposed subcontractors cannot be given by the OWNER unless and until the proposed subcontractor has submitted Certification and/or other evidence showing that it has fully complied with all requirements pertaining to Equal Employment Opportunity. Although the Bidder is not required to attach such Certifications by proposed subcontractors to his Proposal, the Bidder is hereby advised of this requirement so that appropriate action can be taken to prevent subsequent delay in subcontract awards. Project 01-1588.04 00200-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System D. Each Bidder shall submit with his Proposal the required evidence of his qualifications, experience and financial status as outlined in part 1.04 of this Section. 1.15 BID SECURITY A. Each Proposal must be accompanied by a cashier's check or Bid Bond in an amount not less than five percent (5%) of the amount of the Bid. The bid security of all Bidders, excepting the three (3) lowest responsible Bidders, will be returned within ten (10) days after the formal opening of Bids. The bid security of the three (3) lowest responsible Bidders will be returned within ten (10) days after the OWNER and the accepted Bidder have executed the written Contract and the accepted Bidder has filed acceptable Performance and Payment Bonds. If one -hundred twenty (120) days have passed after the date of the receipt of the Bids and no Contract has been awarded, the bid security of any Bidder will be returned on demand, provided that the Bidder has not been notified of the acceptance of his Bid. B. Attorneys -in -Fact who sign Bid Bonds shall file with such bonds a certified copy of their Power of Attorney to sign said Bonds. C. Failure of the accepted Bidder to execute a Contract and file acceptable bonds as provided herein, within ten (10) days after a written Notice of Award has been given, shall be just cause for the annulment of the award and the forfeiture of the bid security to the OWNER, which forfeiture shall be considered not as a penalty, but in liquidation of damages sustained. Award may then be made to the next lowest responsible Bidder or all Bids may be rejected. 1.16 WITHDRAWAL OF BID A. Any Bid may be withdrawn prior to the time scheduled in the Invitation to Bid for the receipt thereof. No Bid may be withdrawn within one -hundred twenty (120) days after the date set for the opening thereof. • 1.17 MODIFICATION OF BIDS A. Written bid modification will be accepted from Bidders if addressed to the entity and address indicated in the Invitation to Bid and received prior to bid due date and time. B. A Bidder may modify his Bid by telegraphic communication at any time prior to the scheduled closing time for receipt of Bids, provided such telegraphic communication is received prior to the closing time, and provided further, the OWNER is satisfied that a written confirmation of the telegraphic modification over the signature of the Bidder was mailed prior to the closing time. The telegraphic communication should not reveal the bid price, but should provide the addition or subtraction or other modification so that the final prices or terms will not be known until the sealed Bid is opened. If written confirmation is not received within two days from the closing time, no consideration will be given to the telegraphic modification. 1.18 RECEIPT AND OPENING OF BIDS A. Bids will be received until the designated time and will be publicly opened and read aloud at the appointed time and place stated in the Invitation to Bid. The person whose duty it is to open them will decide when the specified time has arrived and no Bids received thereafter will be considered. No Project 01-1588.04 00200-5 Village of Key Biscayne April 2008 Reclaimed Water Distribution System responsibility will be attached to anyone for the premature opening of a Bid not properly addressed and identified. Bidders or their authorized agents are invited to be present. 1.19 DETERMINATION OF SUCCESSFUL BIDDER A. For the purpose of award, the correct summation of the lump sum prices and/or of the products of the estimated quantities shown in the Proposal and the unit prices will be considered the Bid. The amounts then will be compared and the results of such comparison made available to the public. Until the final award of the Contract, the OWNER does not bind himself to accept the minimum Bid stated herein, but reserves the right to reject any and all Bids and to waive technical errors and irregularities as may be deemed best for the interests of the OWNER. Bids that contain modifications, are incomplete, unbalanced, conditional, obscure or which contain additions not requested or irregularities of any kind, or which do not comply in every respect with the Instructions to Bidders, and the Contract Documents, may be rejected at the option of the OWNER. 1.20 AWARD OF CONTRACT A. The OWNER reserves the right to reject any or all Bids, or any part of any Bid, to waive any informality in any Bid, or to re -advertise for all or part of the work contemplated. The OWNER reserves the right, prior to award of Contract, to delete from the scope of the project any item or any combination of items the aggregate bid prices for which do not exceed 25 percent of the total bid price for the project. If the Bid is found to be acceptable by the OWNER, written notice will be given to the lowest responsible Bidder of the acceptance of his Proposal and of the award of the Contract to him. B. If a Bidder to whom a Contract is awarded forfeits his bid security and the award of the Contract is -tnnulled, the OWNER may then award the Contract to the next lowest responsible Bidder or the work may be re -advertised or may be constructed by day labor as the OWNER decides. C. The- Contract -or Contractswill-be awarded to the -lowest -responsible -qualified -Bidder - or Bidders - complying with the applicable conditions of the Contract Documents. D. The ability of a Bidder to obtain Performance and Payment Bonds shall not be regarded as the sole test of such Bidder's competence or responsibility. E. The OWNER also reserves the right to reject the Proposal of a Bidder who has previously failed to perform properly or to complete Contracts of a similar nature on time. 1.21 EXECUTION OF CONTRACT A. The Bidder to whom a Contract is awarded will be required to return to the OWNER five (5) executed counterparts of the prescribed Contract or Agreement together with the required Performance and Payment Bonds and the required Certificates of Insurance within ten (10) days from the date of Notice of Acceptance of the Bidder's Proposal. 1.22 PERFORMANCE AND PAYMENT BONDS A. Simultaneously with his delivery of the executed Contract to the OWNER, a Bidder to whom a Contract has been awarded must deliver to the OWNER executed Performance and Payment Bonds on the prescribed forms each in an amount equal to one hundred percent (100%) of the total amount of the Contract Amount, as security for the faithful performance of the Contract and for the payment of Project 01-1588.04 00200-6 Village of Key Biscayne April 2008 Reclaimed Water Distribution System all persons performing labor or furnishing materials in connection therewith. The Performance and Payment Bonds shall have as the surety thereon only such surety company or companies as are authorized to write bonds of such character and amount under the laws of the State of Florida and with a resident agent in the county in which the project is located. The Attorney -in -Fact, or other officer who signs a Performance and Payment Bonds for a surety company must file with such bonds a certified copy of his Power -of -Attorney authorizing him to do so. B. The Performance and Payment Bonds shall remain in force for one (1) year from the date of final acceptance of the Work as a protection to the OWNER against losses resulting from latent defects in materials or improper performance of work under the Contract, which may appear or be discovered during that period. C. Qualification of Sureties shall be as described in the General Conditions. 1.23 CERTIFICATES OF INSURANCE A. Simultaneously with his delivery of the executed Contract and Bonds to the OWNER, the Bidder to whom a Contract has been awarded shall deliver to the OWNER the required Certificates of Insurance and endorsements on the prescribed form certifying insurance coverage in amounts not less than the limits of liability and coverages and naming the insured and additional insured as provided in the General and Supplementary Conditions, or as required by law, whichever is greater. END OF SECTION Project 01-1588.04 00200-7 Village of Key -Biscayne April 2008 Reclaimed Water Distribution System 1 CO)7V VILLAGE OF KEY B IS CAYNE RECLAIMED WATER DISTRIBUTION SYSTEM CONTRACT SPECIFICATIONS PROJECT NUMBER 01-1588.04 April 2008 SECTION 00300 PROPOSAL For The Village of Key Biscayne Reclaimed Water Distribution System Submitted: ARILy , 2008 The Village of Key Biscayne 88 West McIntyre Street Village of Key Biscayne, Florida 33149 Gentlemen: The undersigned, as Bidder, hereby declares that the only person or persons interested in the Proposal, as principal or principals, is or are named herein and that no other person than herein mentioned has any interest in the Proposal of the Contract to which the work pertains; that this Proposal is made without connection or arrangement with any other person, company, or parties making a bid or proposal and that the Proposal is in all respects fair and made in good faith without collusion or fraud. The Bidder further declares that he has examined the site of the Work and, through personal knowledge and experience and/or subsurface investigations, has fully satisfied himself in regard to all conditions pertaining to such site and he assumes full responsibility therefore; that he has examined the Drawings and Specifications for the Work and from his own experience or from professional advice that the Drawings and Specifications are sufficient for the Work to be done; that he has examined the other Contract Documents and all addenda relating thereto, and that he has satisfied himself fully, relative to all matters and conditions with respect to the Work to which this Proposal pertains. — The Bidder proposes and agrees, if this Proposal is accepted, to contract with the Village of Key Biscayne, (OWNER), in the form of contract specified, to furnish all necessary materials, equipment, machinery, tools, apparatus, transportation and labor and to perform all work necessary to complete the Work specified in the • Proposal and other Contract Documents. The Bidder further proposes and agrees to comply in all respects with the time limits for commencement and completion of the Work as stated in the Contract Form. The Bidder further agrees that the deductions for liquidated damages, as stated in the Contract Form, constitute fixed, agreed, and liquidated damages to reimburse the OWNER for additional costs to the OWNER resulting from the Work not being completed within the time limit stated in the Contract Form. The Bidder further agrees to execute a Contract and furnish satisfactory Performance and Payment Bonds, and the required Certificates of Insurance, within ten consecutive calendar days after receipt of notice of award of the Contract, and the undersigned agrees that in case of failure on his part to execute the said Contract and Performance and Payment Bonds within the ten consecutive calendar days after the award of the Contract, the — Bid guarantee accompanying his Bid and the money payable thereon shall be paid to the OWNER as liquidation of damages sustained by the OWNER; otherwise, the Bid guarantee shall be returned to the Project 01-1588.04 April 2008 00300-1 Village of Key Biscayne Reclaimed Water Distribution System undersigned after the Contract is signed and the Performance and Payment Bonds are filed. The undersigned agrees to accept in full compensation for completion of the project in accordance with the Contract Documents, the total of the lump sum prices and extended unit prices for the items listed. in the following schedule. It is understood that the unit prices quoted or established for a particular item are to be used for computing the amount to be paid to the CONTRACTOR, based on the quantities actually constructed as determined by the applicable measurement and payment portion of the Specifications. B idders Certificate of Competency No. 20030¢4276 Bidders Occupational License No. C C /.513-30/ a(/" 122378.3 Project 01-1588.04 April 2008 00300-2 Village of Key Biscayne Reclaimed Water Distribution System Bid unit prices stated in this proposal include all costs and expenses for labor, equipment, materials, contractor's ..-- overhead and profit. Unit process for the various work items are intended to establish a total price for completing the project in its entirety. The Contractor shall include in the Bid price any work item and material for which a separate pay item has not been included in the Bid Form. All work and incidental costs shall be included for payment under the several scheduled items of the overall contract, and no separate payment will be made therefore. PROPOSAL RECLAIMED WATER DISTRIBUTION SYSTEM c 1 1 LS Maintenance of Traffic 13,312.00 13,342,00 2 1,625 LF Furnish and Install 1 -inch Purple Polyethylene Tubing SDR 9- 200psi CTS VOD 9. oq # 771.25 3 90 LF Furnish and Install 1 -I/2 -inch Purple Polyethylene Tubing SDR 9-200 psi CTS VOD 20.80 leN• 20 4 350 LF Furnish and Install 2 -inch Purple Polyethylene Tubing SDR 9-200 psi CTS VOD 15.30 51303,00 5 120 LF Furnish and Install 4 -inch Purple PVC C-900 Reclaimed Water Mains /9. 75 . 237O.00 6 100 LF Furnish and Install 6 -inch Purple PVC C-900 Reclaimed Water Mains /7; 444 4744.00 7 6,120 LF Furnish and Install 12 -inch Purple PVC Reclaimed Water Mains G 5o. /I 31/ 0i0.4o / 8 80 EA 1 -inch Service Connection including Meter Box, Valves, Corp Stops, Curb Stops, Tail Piece, Service Saddles, etc. 938.4o 6 m•oo 9 3 EA 1 -'/2 -inch Service Connection including Meter Box, Valves, Corp Stops, Curb Stops, Tail Piece, 7 U Service Saddles, etc. ,/ . 00 /07.00 44f. c 10 15 EA 2 -inch Service Connection including Meter Box, Valves, Corp Stops, Curb Stops, Tail Piece, Service Saddles, etc. / 702 00 // 2.5530 oo • 11 1 EA 4 -inch Service Connection including Meter Box, Valves, Corp Stops, Curb Stops, Tail Piece, Service Saddles, etc. 294cD 2943,00 i Project 01-1588.04 April 2008 00300-3 Village of Key Biscayne Reclaimed Water Distribution System 12 1 EA Furnish and Install 4 -inch Reclaimed Water Gate Valves 835.00 935,00 13 1 EA Furnish and Install 6 -inch Reclaimed Water Gate Valves Ifoi4.0O 4000 14 13 EA Furnish and Install 12 -inch Reclaimed Water Gate Valves 2,/F ©0 `I'tJ 32,a57.0 15 7 EA Furnish and Install 12 -inch Reclaimed Water Air Release Valves 46919.00 /l g9b. 00 16 1 EA Furnish and Install (12" X 4") Tees 74g ©O 74g, 00 17 1 EA Furnish and Install (12" X 6") Tees 784.01 784.00 18 2 EA Furnish and Install (12" X 12") Moo Tees �, oo 19 4 EA Furnish and Install (6" — 45°) Bends 268.00 Cl 407200 20 3 EA Furnish and Install (12" — 22.5°) Bends 59_3, 00 l 717. 00 21 60 EA Furnish and Install (12" — 45°) Bends 5g2.61 35 556.60 2 9 EA Furnish and Install (12" — 90°) Bends 0 .6.©O 5,904•00 23 1 EA Furnish and Install (12") Plugs 935.00 935.00 24 1 LS Overlay (1" S-3 Asphalt) All Asphalt Roadways within Project Limits north of Heather Drive (768. 00 6p '76ob•CO 25 1 LS AsphaltlBricklConcrete Driveway/Road Restoration 6711.0o 4%%1.co 26 1 Landscaping/Sod Restoration /91.2e(7. 55 IV . 55 Subtotal Items 1 through 26 (Reclaimed Water Distribution System) in Words 9f)( ft W1 26E, ei9Hrsr'V v6 -rtiov. 7 Dollars and ZR0 Cents Contingency (Allowance) in Words ONE HUNDRED THOUSAND Dollars and NO Cents Project 01-1588.04 April 2008 00300-4 Village of Key Biscayne Reclaimed Water Distribution System GRAND TOTAL (of above two items) in Words 9EV E kuk12E17 EI6 HrY At// vE -aioa 1 a7 776.'/1>' `"F©cieR Dollars and ZERO Cents GRAND TOTAL (of above two items) in Figures $709a84.0o Acknowledgment is hereby made of the following Addenda received since issuance of the Bid Documents: — Addendum No. Addendum No. N/A N/A Dated: Dated: Addendum No. Addendum No. U A Dated: N VA Dated: N/A Attached hereto is a cashier's check on the NfA N%A Bank of N/A t4f'A or Bid Bond for the sum of 'WE PER2. LT OF AvIOI2 LT .01b ( $5% OF e t D 1, made payable to Village of Key Biscayne. L.S. (Name cf Bi• : ; �� fix Seal) (Signatu - - of i i; icer) L.S. (Title of Office Address: 'C' NW 17 3rd- go TE L tl I — city: Mimi state: :Low, 03(200 L.S. Dollars The full names and residences of persons and firms interested in the foregoing bid, as principals, are as follows: Q'CAQr'O &c4AVA124/4A /341( W 10f3 Ave Mi4M( 1 Ti. 3316 5 JEANE11 GADAEeAttitiac ,34((SW 10eAvE 41AM; -FL 3 (65 ef/ ...w-- 5$1( --e- (2:7. 7 (N Project 01-1588.04 April 2008 00300-5 Village of Key Biscayne Reclaimed Water Distribution System Name of the executive who will give personal attention to the work: JESU /SuffarmTEAtiGAir- (Se6 AuAest7 26suntE) Attach list of subcontractors as required by Part 1.14 -of the Section entitled Instruction to Bidders. END OF SECTION Project 01-1588.04 April 2008 00300-6 Village of Key Biscayne Reclaimed Water Distribution System 838 NW 134"' Place Miami, Florida 33182 Phone 786-299-0719 Fax 305-599-2206 Jesus Quinones Education 1986-1990 - High School Matanzas - Cuba ■ High School Diploma Work experience 2004 -Present Conquest Engineering; Miami, FL Field Operations Manager Duties include running the field and being able to manage and supervise over 14 projects and 80 employees at any given time. Making decisions regarding conflicts that occur at a job site. Assuring that the job is completed correctly and on schedule. Dealing with clients and inspectors. Gathering and logging work hours for weekly payroll. Skills References 1996-2004 Mega Tran Insight, Miami, FL General Superintendent Duties for this employment were identical to the above mentioned. 1995-1996 Persant Miami, FL Supervisor Duties include being in charge of 2 to 3 projects as well as about 12 employees at any given time. In charge of gathering materials required to get the job completed. Dealing with clients and inspectors. 1994-1995 Tampa Engineer Miami, FL Foreman My duties at this employment working as a laborer assisting divers. I then became a certified diver and pipe layer for a sanitary, sewer drainage and water pipes. 1 was finally promoted to foreman where my last 3 months at this company consisted primarily of supervising the job site and the workers • Fluent in English and Spanish • Reading of underground pipe plans • Operation of heavy equipment • Available upon request .r VJJJJLLVV l,ur1L ut5 r tNlaINttt<1Nla PAGE 03 STATE OF FLORIDA ss COUNTY OF MIAMI-DADE SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS, that CONQUEST ENGINEERING GROUP COMPANY as Principal, and Arch Insurance Company , as Surety, a Corporation chartered and existing under the laws of the State of Missouri , with its principal offices in the City of New York, NY: , and authorized to do business in the State of .Florida are held and firmly bound unto the OWNER, The Village of Key Biscayne in the penal sum of Five Percent of Amount Bid Dollars ($ 5% of Bid ) lawful money of the United States, for the payment of which sum will and truly to he made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has submitted the accompanying bid, dated May 5 , 20 08 .for: The Village of Key Biscayne Reclaimed Water Distribution System NOW, THEREFORE, A. If the principal shall not withdraw said bid within 120 days after date of opening of the same, and shall within ten (10) days after the prescribed forms are presented to him for signature, enter into a written Contract with the OWNER in accordance with the bid as accepted, and give bonds with good and sufficient surety or sureties, as may be required, for the faithful performance and proper fulfillment of such Contract, then the above obligations shall be void.and of no effect., otherwise to remain in full force and effect. B. In the event of the withdrawal of said bid within the period specified, or the failure to enter into such Contract and give such bonds within the time specified, if the principal shall pay the OWNER the difference between the amount specified in said bid and the amount for which the OWNER may procure the required work and supplies, if the latter, amount be in excess of the former, then the above obligations shall be void and of no effect, otherwise to remain in full force and effect. Project 01-1588.04 00410-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System rHut b4 ..... J LLW V IN WITNESS WHEREOF, the above bounded parties have executed this instrument under their several seals, this 5thday of May , A.D., 20 9. the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. WITNESS: (If Sole Ownership or Partnership, two (2) Witnesses required). (If Corporation, Secretary only will attest and affiX seal). PRINCIPAL: W ESSES: Con•uest En:ineerin: Grou• om•an .Narn WITNESS : Project 01-1588.04 April 2008 (Affix S ignatu r • f Authorized Seal) Officer veNrr Title 8491 N.W. 17th Street, Suite L-111 Business Address Miami, FL 33128 City SURETY: Arch Insurance Company Co rate Surety State %:►-, lv (Affix Atte ey-in-Fact Seal) Warren M. Alter One Liberty Plaza, 53rd Floor Business Address New York, NY 10006 City Nielson, Alter & Associates State • Name of Local Insurance Agency PY 00410-2 Village -0f Key Biscayne Reclaimed Water Distribution System CERTIFICATES AS TO CORPORATE PRINCIPAL 1JEN4ETTE 6t#02A02AtviA , certify that 1 am the Secretary of the Corporation named as Principal in the within bond; that 1�+ 6V> PamAill who signed the said pond on tall of principal. was then qa-OLIDgeerCsaid cor oration: that 1 know his signature, and P f� � Iris siunaturc herein is genuine: and that said hone: was duly signed. sealed. and attested for and in bc1ha1f c)( said corporation by authority of its governing body. ()1 FLORIDA Miami — c )1 ' T' ()1= Dade ss (Corporate Spa]) L:lore rnc. u Notary Public duly co issi',)ncd, qualified and acting. personally appeared Warren M. Alter to me well known. %% lir being by me first duly sworn upon oath, says that I << i' the Attorney -in -Fact, for the Arch Insurance Company and that he has been by _ Them to execute the ('oregninv. bond on hchalfof the c 'imtr;tclur nam_'d therein in favor of the OWNER theV,illage of Key Biscayne Suhscri1'cd and sworn to hci"c►rc this 5th Clay tit' \11;rt'1t P( 'Ct' c:.( Attorney May 2O 08 A.D. twigtnal 131t1 .3endl Notary Public State of Florida-at-l_arQc, .t.. 1 ai l 15\8•0.i MV CoI inis;iuun 1 pires: END OF SECTION tY P =o OFfe Notary Public State of Florida Kristi M Messel My Commission D0480125 Expires 11/14/2009 00410-3 Village ni' key Biscayne h�'� lui�ttcci Vi';rrt�r !)ierrihuri��n Sy.rcm illitimostmom POWER OF ATTORNEY Know All Men By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal office in Kansas City, Missouri (hereinafter referred to as the "Company") does hereby appoint Mary C. Aceves, Warren M. Alter, Charles D. Nielson, Charles J. Nielson and David R. Hoover of Miami Lakes, FL (EACH) its true and lawful Attomey(s)-in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds and undertakings and any and all Surety Bonds and any and all consents required by the Florida Department of Transportation incidental to the release of retained percentages and/or final estimates on engineering and/or construction contracts. EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver bonds or undertakings that guarantee the payment or collection of any promissory note, check, draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such* bond within.the dollar limit of authority as set forth herein. The Company may revoke this appointment at.any time. The execution of such bonds. and undertakings in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office in Kansas City, Missouri_ This Power of Attbmey is executed by authority of resolutions adopted by unanimous consent of the Board. of Directors of the Company on March 3, 2003, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect "VOTED, That the Chairman of the .Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shalt have the power and authority to 'appoint agents and attorneys -in -fact, and .to .authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other.writings, obligatory in the. nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on March 3, 2003: VOTED; That the signature of the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the 'Secretary, and the signature of the Secretary; the. seal of the Company, ands certifications by the Secretary, may be affixed by facsimile on any power of .attomey or bond executed pursuant. to the resolution adopted by the Board of Directors on March 3, 2003, and any such power so executed, sealed .and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. Y 00ML0013 00 03 03 Page 1 of 2 Printed in U.S.A. n Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 28th day of February , 20 07 Arch insurance Company \ttested and Certified Martin J. NiI'sen, Secretary STATE OF NEW YORK SS ;OUNTY OF NEW YORK SS c'2d* dward M. Titus, ce President Peter J. Calleo, a Notary Public, do hereby certify that Edward M. Titus and Martin J. Nilsen personally known to me to )e the same persons whose names are respectively as Vice President and, Secretary of the Arch Insurance Company, a 3orporation organized and existing under the laws of the State of Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duty authorized signed, sealed with the corporate seal and delivered the said instrument as the free an voluntary act of said corporation and as heir own free and voluntary acts for the uses and purposes therein set forth. PETER J. CALLEO, ESQ. Notary Public, State of New York No. 02CA8103338 Qr•Jilyad In New York County ERT1FICATION Cornmisslon Expires May 3, 2008 Peter J. Cal My commiss Notary Pu •Iic n expires 5-03-2008 , Martin J. Nilsen, Secretary -of the Arch insurance Company, do hereby cerfify.that the attached Power of Attorney dated )n behalf of the person(s) as listed above is a true and correct copy and that the same has' been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said Edward M. Titus, who executed the Power of Attorney as Vice President, was on the date of execution of the attached lower of Attorney the duly electedVice President of the Arch Insurance Company. N TESTIMONY WHEREOF, i' have hereunto subscribed my name and affixed the corporates seal of the Arch Insurance :ompany on this 5th day of May , 20 08 . Martin J. ilsen; Secretary -his Power of Attorney limits the acts of .those named therein to the bonds and undertakings specifically named therein ind they have no authority to bind the Company except in the manner and to the extent herein stated. • 'LEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: ►rch Surety Parkway, Suite 1500 'hiladelphia, PA 19102 )ML0013 00 03 03 Page 2 of 2 Printed in U.S.A. CONQUEST ENGINEERJNG GROUP COMPANY Financial Statements and. Independent Accountants' Review Report December 31, 2007 and 2006 CONQUEST ENGINEERING GROUP COMPANY TABLE OF CONTENTS Page Independent Accountants' Review Report 2 Financial Statements: Balance Sheets 3 Statements of Income and Retained Earnings 4 Statements of Cash Flows 5 Notes to the Financial Statements 6 — 11 Supplementary Information: Schedule of Earnings from Contracts 12 Schedule of Contracts Completed 13 Schedule of Contracts in Progress 14 General and Administrative Expenses 1S J. LABRADOR, P.A. CERTIFIED PUBLIC ACCOUNTANTS Suite 302 85 Grand Canal Drive Miami, Fbrida 33144 TEL. (305) 262-1600 FAX (305) 262-1601 E-mail: info@labrador-cpa.com www.labrador•cpa.com MEMBERS: AMERICAN & FLORIDA INSTITUTES OF CERTIFIED PUBLIC ACCOUN-TANTS NATIONAL ASSOCIATION OF CERTIFIED VAI 1 IATION ANAI YSTS "INDEPENDENT ACCOUNTANTS' REVIEW REPORT" To the Stockholders CONQUEST ENGINEERING GROUP COMPANY CPA°. . We have-previewed-the_.ccompanycing Iaalanen sheats._af Zjjl G__GRQU. COMPANY as of December 31, 2007 and 2006 and the related statements of income and retained earnings and cash flows for the years then ended, in accordance with Statements on Standards for Accounting and Review Services issued by the American Institute of Certified .Public Accountants. All information included in these financial statements is the representation of the management of CONQUEST ENGINEERING GROUP COMPANY. A review consists principally of inquiries of company personnel and analytical procedures applied to financial data. It is substantially less in scope than an examination in accordance with generally accepted auditing standards, the objective of which is the expression of an opinion regarding the financial statements taken as a whole. Accordingly, we do not express such an opinion. Based on our review, we are not aware of any material modifications that should be made to the accompanying financial statements in order for them to be in conformity with generally accepted accounting principles. Our review was made for the purpose of expressing limited assurance that there are no material modifications that should be made to the financial statements in order for them to be in conformity with generally accepted accounting principles. The information contained on the schedules of earnings from contracts, completed contracts, contracts in progress and general and administrative expenses is presented only for supplementary analysis purposes. Such information has been subjected to the same inquiry and analysis procedures applied in the review of the basic financial statements and we are not aware of any material modifications that should be made to them. ruaz 12, 2008 Miami, Florida 2 CONQUEST ENGINEERING GROUP COMPANY BALANCE SHEETS DECEMBER 31, ASSETS CURRENT ASSETS Cash Contracts receivable Costs and estimated earnings in excess of billings on" uncompleted contracts Total current assets PROPERTY AND EQUIPMENT - NET DUE FROM AFFILIATE OTHER ASSETS 2007 $ 647,183 2,886,783 488,697 4,022,663 1,180,940 4,239 5,207,842 LIABILITIES AND STOCKHOLDERS' EQUITY CURRENT LIABILITIES Current portion of long-tem). debt Accounts payable — trade Accrued expenses Billings in excess of costs and estimated earnings on uncompleted contracts Total current liabilities LONG.- TERM DEBT DUE TO STOCKHOLDERS STOCKHOLDERS' EQUITY Common stock — 100 shares of $1 par value authorized, issued and outstanding. Paid -in capital in excess of par Retained earnings $ 280,136 1,686,740 15,561 330,037 2,312,474 588,015 403,385 100 513,010 1,390,858 1,903,968 $ 5,207, 842 Read Accountants' Review Report The accompanying notes are an integral part of this statement 3 2006 $ 677,165 2,736,318 24,187 3,437,670 755,415 79,130 4,980 $ 4,277,195 $ 166,104 970,182 8,138 709,078 1,853,502 400,491 772,295 100 100,000 1,150,807 1,250,907 $ 4,277,195 CONQUEST ENGINEERING GROUP COMPANY STATEMENTS OF INCOME AND RETAINED EARNINGS FOR THE YEARS ENDED DECEMBER 31, 2007 2006 Contract revenues earned $ 13,369,789 $ 10,619,961 Cost of revenues earned 11,215,366 8,781,099 Gross profit 2,154,423 1,838,862 General and administrative expenses 1,346,946 1,144,092 Income from operations 807,477 694,770 Other income and (expenses) Interest income 8,428 12,060 Interest expense (71,007) (31,828) Net Income 744,898 675,002 Retained earnings at the beginning of the year Dividend distribution Retained earnings at the end of the year 1,150,807 681,503 (504,847) (205,698) $ 1,390,858 $ 1,150,807 Read Accountants' Review Report The accompanying notes are an integral part of this statement 4 CONQUEST ENGINEERING GROUP COMPANY STAThMENTS OF CASH FLOWS FOR THE YEARS ENDED DECEMBER 31, 2007 2006 Cash flows from operating activities: Net Income $ . 744,898 $ 675,002 Adjustments to reconcile net income to cash provided by operating activities: Depreciation 198,265 109,574 Changes in assets and liabilities: Increase in contracts receivable (150,465) (581,227) Decrease (increase) in costs and estimated earnings in excess of billings on uncompleted contracts • (464,510) 262,482 Decrease (increase) in other assets' 741• • (4,130) Increase (decrease) in accounts payable 716,558 (536,060) Increase (decrease) m accrued expenses .•.. -- • -7,4 (Cr5,0G-6) Increase (decrease) in billings in excess of costs and estimated earnings on uncompleted contracts (379,041) 611,971 Cash flows provided by operating activities 673,869 Cash flows used in investing activities: Purchase of property and equipment (85,265) 472,546 Cash flows provided by (used in) financing activities: Loans from stockholders 44,098 619,256 Repayment of loans (236,967) (171,490) Short-term borrowings (payments) - (50,000) Borrowings (repayments) from*affiliate 79,130 (21,343) Dividend distribution (504,847) (205,698) (618,586) 170,725 Net increase (decrease) in cash (29,982) 643,271 Cash at the beginning of the year 677,165 33,894 Cash at the end of the year Supplementary disclosure of cash flow information Non -monetary investing and financing transactions: Debt incurred to acquire equipment Cash paid for interest $ 647,183 $ 677,165 538,524 $ 299,860 $ 71,007 $ 31,828 Read Accountants' Review Report The accompanying notes are an integral part of this statement 5 CONQUEST ENGINEERING GROUP COMPANY NOTES TO THE FINANCIAL STATEMENTS NOTE 1 — SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES • General The Company was incorporated under the laws of the State of Florida and began operations in April 2002. The Company was created for the purpose of performing general construction contracts. All projects are located in the South Florida area. " Use offestixnates The preparation of financial statements in conformity with generally accepted accounting principles requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and disclosure of contingent assets and liabilities at the date of the financial statements and the reported amounts of revenues and expenses during the reporting period. Actual results could differ from those estimates. • Revenue recognition Contract revenue is recognized using the percentage -of -completion method. Under this method, the percentage of contract revenue to be recognized currently is computed as that percentage of estimated total revenue that incurred costs to date bear to total estimated costs, after giving effect to the most recent estimates of cost to complete. It is reasonably possible that changes in estimates may occur in the near term. Revisions in cost and revenue estimates are reflected in the period in which the facts which require the revision become known. When the revised cost estimates indicate a loss on an individual contract, the total estimated loss is provided for currently in its entirety without regard to the percentage of completion. Contract costs include all direct material and labor and those indirect costs related to contract performance, such as indirect labor, supplies, equipment rental, repairs, and subcontractor costs. Selling, general, and administrative expenses are charged to operations as incurred. The asset "cost and estimated earnings in excess of billings on uncompleted contracts", represents revenues recognized in excess of amounts billed. The liability, "billings in excess of costs and estimated earnings on uncompleted contracts", represents billings in excess of revenues recognized. Long -Lived Assets Long-lived assets, such as property and equipment, are reviewed on an ongoing basis for impairment based on comparison of carrying value against undiscounted future cash flows. If impairment is identified, the assets carrying amounts are adjusted to fair value. There were no such adjustments during the years ended December 31, 2007 and 2006. Depreciation Depreciation is provided for on the straight-line method over the estimated useful lives of the assets. 6 CONQUEST ENGINEERING GROUP COMPANY NOTES TO THE FINANCIAL STATEMENTS NOTE 1-- SUMMARY OF SIGNIFICANT ACCOUNTING POLICIES — CON1TINUED Income Taxes The Company uses the percentage -of -completion method of reporting income from long- term construction contracts for financial statements purposes and the completed contract method for income tax purposes. The Company has elected, with the consent of its stockholders, to be taxed as an S corporation under the provisions of Section 1362 of the Internal Revenue Code and state laws. Under these provisions, the Company does not pay federal or state income taxes on its taxable income. Instead the stockholders are liable for individual income taxes on their respective share of the Company's income. As of December 31, 2007, no income will pass -through to the stockh.ol-ders. Aczord y, no distributions are expected for the purpose of .satisfying the tax due from the S Corporation income. Although not accrued in the accompanying financial statements, the gross long tend deferred federal income that could pass through to the stockholders at December 31, 2007 is as follows: Deferred Difference in revenue recognition related to the conversion of percentage of completion to completed contract basis of accounting. NOTE 2 CONTRACTS RECEIVABLE Contracts receivable are as follows: $ 2,822,232 2007 2006 Billed • Completed contracts Due $ 324,388 $ 413,958 Contracts in progress Due 1,260,637 1,475,237 Retainage 1,301,758 847,123 $ 2,886,783 $ 2,736,318 7 CONQUEST ENGINEERING GROUP COMPANY NOTES TO THE FINANCIAL STA 1"EMENTS NOTE 2 — CONTRACTS RECEIVABLE — CONTINUED Contracts receivable as of December 31, 2007 are aged as follow: 0 — 30 days $ 1,175,189 31 — 60 days 29,572. 61 — 90 days 11,000 Over 91 days 369,264 Retainage 1,301,758 $ 2,886,783 The Company collected approximately $ 1,400,000 of the receivables through February 12, 2008. NOTE 3 — COSTS AND ESTIMATED EARNINGS ON UNCOMPLETED CONTRACTS 2007 2006 Costs incurred on uncompleted contracts Estimated earnings Less: billings to date Costs and estimated earnings in excess of billings on uncompleted contracts Billings in excess of costs and estimated earnings on uncompleted contracts NOTE 4 — LINE OF CREDIT $ 12,711,188 $ 8,522,897 2,822,232 1,947,429 15,53 3,420 10,470,3 26 (15,374,760) (11,155,217) $ 158,660 $ (684,891) $ 488,697 $ 24,187 (330,037) (709,078) $ 158,660 $ (684,891) The Company has secured with corporate assets a line of credit of $ 1,000,000 bearing interest at the prime rate with a maturity date of May 31, 2008. As of December 31, 2007, there was no balance due by the Company under the line of credit. 8 CONQUEST ENGT BERING GROUP COMPANY NOTES TO THE FINANCIAL STA fEMENTS NOTE 5 — BACKLOG The following is a reconciliation of backlog representing signed contracts in existence as of December 31: Balance at the beginning of the year New contracts and adjustments Less: contract revenues earned for the year Balance at the end of the year 2007 • $ 6,694,924 19,271,436 25,966,360 (13,369,789) $ 12,596,571 2006 $ 3,786,538 13,528,347 17,314,885 (10,619,961) $ 6,694,924 "I"he Company asseffs th—ait- . contraa -zss pErta zn 1 1a'stdtcrucnt fui tine year then ended December 31, 2007 have been included. NOTE 6 — PROPERTY AND EQUIPMENT Depreciation for the years ended December 31, 2007 and 2006 was $ 198,265 and $ 109,574 respectively. Costs, accumulated depreciation, and estimated useful lives as of December 31, 2007 and 2006 were as follows: Category Estimated useful lives 2007 2006 Heavy equipment 5/7Years $ 1,142,963 $ 661,394 Vehicles 5 Years 363,940 285,778 Leasehold improvements 39 Years 63,629 - Office equipment 5 Years 1,589 1,160 1,572,121 948,332 Less: accumulated depreciation (391,181) (192,917) $ 1,180,940 $ 755,415 NOTE 7 — CONCENTRATION OF CREDIT RISK The Company maintains its cash balances in financial institutions in Miami, Florida. The balances are insured by the Federal Deposit Insurance Corporation up to $100,000. These balances may at times exceed insured limits. The Company as *of December 31, 2007, had 84 % of their receivables with four customers. The Company as of December 31, 2006, had 68 % of their receivables with four customers. 9 CONQUEST ENGINEERING GROUP COMPANY NOTES TO THE FINANCIAL STATEMENTS NOTE 8 — LONG-TERM DEBT The Company's long-term debt consists of the following: 2007 2006 Equipment and vehicle loans payable in monthly installments ranging from $ 380 to $ 3,727 including interest at rates of 6.29 % to 15.24 %, and maturity dates from August 2008 to December 2012. Less: current portion $ 868,151 (280,136) $ 566,595 (166,104) $ 588,015 $ 400,491 Future principal payments -of thesc nates-are-a 4,-I4ows-: Year Amount 2008 $ 280,136 2009 275,779 .2010 182,272 2011 87,326 2012 42,638 $ 868,151 NOTE 9 — RELATED PARTY TRANSACTIONS The Company leases administrative offices, storage space and a parking facility from an entity owned by the Company's stockholders. The lease terms are on a month —to —month basis. Total rental payments made during the year ending December 31, 2007 were $ 168,975 of which $ 93,936 were to the related entity. In the year ending December 31, 2006 the total rental payments were $ 128,364 of which $ 55,000 were to the related entity. The Company and these related companies mentioned above are not considered variable interest entities under FASB Interpretation 46 — Consolidation of Variable Interest Entities. Accordingly, the accompanying financial statements have not been consolidated with these related companies. The Company's stockholders have lent $ 403,385 to the company under an unsecured note payable due on August 27, 2009. 10 CONQUEST ENGINEERING GROUP COMPANY Schedule of Earnings from Contracts For the year ended December 31, 2007 (Read Accountants' Review Report) Contract Cost of Revenues Revenues Gross Earned Earned • Profit Contracts completed during the year $ 2,037,918 $ 1,813,591 $ 224,327 Contracts in progress at the end of the year 11,331,871 9,401,775 1,930,096 $ • 1-x,3.69;789 - $_ x,215,366- _$_._.__ 2,_L5-4,423. 12 CONQUEST ENGINEERING GROUP COMPANY Schedule of Contracts Completed December 31, 2007 (Read Accountants' Review Report) Construction Project Modello Contracts in progress at Watermajn Plantation Park FIU Lakeview Housing 2005-06 Annual Storm Drainage Temple Beth Shalom SR 826 / NW 154 St Interchange MDX 836 / 19 - 57 Avenue Contract Totals Before January 1, 20117 Revenues Cost of Gross Earned ' Revenues Profit Revenues Earned Cost of Revenues Gross Profit S 2,430,368 S 2,036,012 S 394,356 S 1,997,340 1,623,257 374,083 1,255,518 1,160,260 95,258 1,219,844 1,012,388 207,456 603,133 564,176 38,957 399,157 319,326 79,831 213,372 161,361 52,011 187,963 150,295 37,668 S 8,306,695 S 7,027,075 S 1,279,620 2,241,178 1,637,171 388,529 1,185,619 231,315 353,081 90,909 140,975 S 1,900,062. S 1,309,737 330,250 995,925 196,618 289,527 77,273 114,092 341,116 327,434 58,279 189,694 34,697 63,554 13,636 26,883 For the year. ended December 31,2007 Revenues Earned Cost of Revenues Gross Profit S 189,190 360,169 866,989 34,225 371,818 46,076 122,463 46,988 S 135,950 313,520 830,010 16,463 367,558 29,799 84,088 36,203 S 53,240 46,649 36,979 17,762 • 4,260 16,277 38,375 10,785 S 6,268,777 $ 5,213,484 S 1,055,293 S 2,037,918 5 1,813591 S 224,327 CONQUEST ENGINEERING GROUP COMPANY Schedule of Contracts in Progress December 31, 2007 (Read Accountants' Review Report) Total Contract From Inception through December ? 1, 2007 At December 31, 2007 For the ear coded December 31 2007 Cost and Billings to Estimated Rfviscd' Estimated Excess of Estimated Gross Revenues Es4maled Earnings Cost and Construction Pro'ecl Cost of Oross Billed to Cpsl to in Excess Estimated Revenues Cost of Esttmated Revenues Cost Profit Earned Revenues Gross Profit Date Complete ofBillings Earnings Per Contracts in progress at 5 2,721,869 S 2,335,722 5 386,147 S 2,69],901 5 2,31 1,722 S Earned Revenues Profit oss Con Rivcrfront 382,174 S 2,721,869 S • 24,000 S 27,968 S 2,250,032 5 1,934,433 S 315,599 2,270,546 1,861,848 408,698 2,127,920 .1,744,895 5 Mach Condominium • 383,025 2,165,028 116,953 37,108 670,409 578,886 1,459,196 1,108,989 350,207 1,260,714 958,143 91,523 5 Marquis 302,571 1,255,587 150,846 5,127 171,154 140,973 1,160,345 951,483 208,862 959,194 786,539 30,181 8 SOOBrickell 172,655 969,5)9 164,944 10,345 879,392 770,998 108,394 • 574,496 503,569 208,745 223,702 (14,957) 8 Brickell on the River 11 70,927 617,131 267,429 42,635 404,613 323,690 80,923 371,905 281,947 254,902 27,045 6 S. Sewer Arcs 4 Basin E Ph11 297,524 74,381 404,613 26,166 3,877,553 7,179,593 697,960 1,821,023 1,493,279 32,708 204,294 160,083 44,211 9 Croissant Park Basin A 317,784 1,723,418 ],686,354 97,605 3,592,426 2,873,941 718,485 3,450,194 2,760,155 1,821,023 1,493,239 327,784 4 River Oaks Basin C 690,039 3,592,426 113,786 142 231 3,450,194 2,760,1 SS 3,237,363 2,654,638 582,725 43,913 36,009 690,039 9 Area 4 Basin E Phase 1 7,904 2,618,629 43,913 43,913 2,928,865 2,343,092 585,773 109,849 87,879 36,009 7,904 River Oaks Basin E 21,970 127,625 ?,255,213 17,776 2,340,848 1,919,195 421,353 98,578 109,849 87,879 21,970 A Okeechobee Main Toll Plaza 80,834 17,744 26,469 1,638,661 72,109 1,335,625 1,095,213 240,412 850,290 98,578 80,834 17,744 TN✓ 74 Street Interchange 697,23840,6 153,052 718,788 397,975 131,502 8)3,962 651,170 162,792 800,848 640,679 160,169 662,407 850,290 697,238 153,052 6 2007-08 Annual Storm Drainage Convect 795,848 652,395 143,253 74,750 10,491 138,441 800,848 640,679 61,295 13,455 160,169 91 Dania Beach Blvd Force Main 78,520 591.300 3,770 74,750 61,295 311,340 264,679 46,701 295,845 251,468 ]3,455 1 44,377 311,340 13,17] 15,495 295,845 251,468 • 44,]77 9' 5 28129991 S 22 981 106 S 1142 885 S 15533420 5 12 711 188 S 2,822,232 S 15 374 760 j 1 2754918 5 488697 S 330,037 S 11,331871 S 9401,775 S 1930,096 CONQUEST ENGINEERING GROUP COMPANY Schedule of Contracts in Progress December 31, 2007 (Read Accountants' Review Report) Total Contract From Inceplton lhrout,h December 31, 2007 At December 31, 2007 For the year ended December 31 2007 Cost and Billings in ESlimaled Rfvised Estimated Excess of Construction Pro•ect Estimated Gross Revenues Cost of Estimated Earnings Cost and Revenues Cost Gross Billed to Cost to in Excess Estimated Estimated Profit Earned Revenues Profit Revenues Cost of Gross Contracts progress at Date Complete of Billings Earnings Earned Revenues Percy 5 2,721,869 T 2,333,721 S 386,147 S 2,693,901 5 Profit oss Corn ont racts in 2,311,722 1 382,179 S 2,721,869 S • 24,000 2,270,546 1,861,848 S 27,968 S 2,250,032 S 1,934,433 S 315,599 98 408,698 2,127,920 .1,744,895 383,025 2,165,028 '4rtechCondominium 1,459,196 1,108,989 350,207 1,260,714 116,953 37,108 670,409 576,486 91,523 9] Marquis 958,143 302,571 1,255,587 150,846 1,160,345 951,483 208,862 959,194 5,127 171,154 140,973 30,181 86 SOOBrickell 786,539 172,655 969,539 164,944 879,592 770,998 108,594 574,496 503,569 10,745 208,745 223,702 (14,957) 82 Hriekell on the River 11 70,927 617,131 267,429 42,635 404,613 323,690 80,923 371,905 297,524 281,947 254,902 27,045 65 S. Sewer Area 4 Basin E Phil 74,381 404,613 26,166 32,708 3,877,553 3,179,593 697,960 1,821,02] 204,294 160,083 24,781 Croissant Park Basin A 1,493,279 327,784 1,723,418 1,686,384 91 3,592,426 2,873,941 718,485 3,450,194 2,760,755 97,605 1,821,023 1,493,2395 69,09 46. River Oaks Basin C 690,039 3,592,426 113,786 142,232 • 3,450,194 2,760,155 3,237,363 2,634,638 582,725 43,913 36,009 690,039904 96. Area 4 Basin E Phase 1 7,904 2,618,629 43,913 2,928,865 2,343,092 585,773 109,849 87,879 43,91384 8 87,879,09 1,970 River Oaks Basin E 21,970 127,625 2,255,213 17,776 I. 2,340,848 1,919,495 421,353 98,578 109,849 21,974 3 Okeechobee Main Toll Plaza 80,8]4 17,744 26,469 1,838,661 72,109 1,335,625 1,095,213 240,412 850,290 697,238 98,578850,290 80,834697,238 17,744 3'�' 74 Street Interchange 153,052 718,786 397,975 131,502 4' 813,962 651,170 162,792 800,848 640,679 800,848 153,052 63 2007-08 Annual Storm Drainage Contract ]60,169 662,407 10,491 138 qql 795,848 652,595 143,253 74,750 61,295 640,679 113,459 Dania Beach Blvd Force Main 13,455 78,520 591,300 98.. 311,340 264,639 46,701 295,845 251,468 3,7704 74,7505 61,295 44,375 44,377 311,340 13,171 9•- 15,495 295,845 251,468 44,379 5 28,1294991 S 22,987106 S 3,142 885 5 15,533,_ 420 S 72 7. 11,188 5 2 -22232 S 15374760 S 1 .275 918 T 488,697 S 330037 S 11 33) 87) i 9401 775 95•( • -' 5 1 930 096 CONQUEST ENGINEERING GROUP COMPANY GENERAL AND ADMINISTRATIVE EXPENSES FOR THE YEARS ENDED DECEMBER 31, 2007 2006 Advertising $ 8,627 $ 8,009 Automobile expenses 58,965 62,964 Bad debt 147,376 Bank charges 25,385 13,525 Dues and subscriptions 4,829 1,255 Insurance 125,816 90,125 Miscellaneous 62,828 27,399 Office supplies 70,653 67,748 Payroll taxes 41,434 30,480 Penalties 19;569 23,440 Professional fees 143,583 73,435 Rent 168,975 128,364 Repairs and maintenance 8,456 19,500 Salaries - Officers 217,512 120,000 Salaries - Office 324,111 278,438 Telephone 40,046 37,005 Travel and entertainment 6,770 1,352 Utilities 19,387 13,677 $ 1,346,946 $ 1,144,092 Read Accountants' Review Report 15 Conquest Engineering Group Company 8491 NW 17"' Street, Suite L-111 Miami, Florida 33126 Phone (305) 599-2370 — Fax (305) 599-2206 April 30, 2008 RE: "The Village of Key Biscayne. Reclaimed Water Distribution System" Village of Key Biscayne / Village Clerk References Company Name: City of Fort Lauderdale Address: 100 North Andrews Ave. Fort Lauderdale, FL 33301 Contact Person: Annachiara D' Etorre Telephone No.: (954)650-5273 Company Name: Lennard Homes Co. Address: 10701 Fontainebleau Blvd. Miami, FL 33126 Contact Person: Joey Roig Telephone No.: (305)986-3396 Company Name: Key International Co Address: 848 Brickell Ave. Miami, FL 33131 Contact Person: Carlos Lopez Telephone No.: (305)370-5679 Company Name: City of Plantation Address: 400 NW 73 Ave. City of Plantation, FL 33317 Contact Person: Dan Pollio Telephone No.: (954)478-8864 Company Name: CH2M Hill Co. Address: 200 North Andrews Ave. Fort Lauderdale, FL 33301 Contact Person: Luis Rioseco Telephone No.: (954)522-2604 If you have any question please do not hesitate to contact our office. Sincerely, Roberto Rodriguez Estimator I Conquest Engineering Group Company 8491 NW 17th Street, Suite L-111 Miami, Florida 33126 Phone (305) 599-2370 — Fax (305) 599-2206 April 30, 2008 RE: "The Village of Key Biscayne. Reclaimed Water Distribution System" Village of Key Biscayne / Village Clerk Names and Addresses of our Major Subcontractors 1. Company Name: Community Asphalt Corp. Address: 14005 NW 186th St, Hialeah, FL 33018 Telephone No.: (305)829-0700 Description of Work: Asphalt Installation 2. Company Name: Homestead Paving Co. Address: 14550 Mable St, Naranja, FL 33032 Telephone No.: (305)258-1972 Description of Work: Concrete Installation. 3. Company Name: All Professional Striping, Inc. Address: 11925 SW 187 Street Miami, FL 33177 Telephone No.: (786)271-1552 Description of Work: Signage and Striping. 4. Company Name: Green Scape Address: P.O. Box 653933 Miami, FL 33265 Telephone No.: (786)293-3442 Description of Work: Landscaping. If you have any question please do not hesitate to contact our office. Sincerely, Roberto Rodriguez Estimator co) '•.11v�\J' i11 r� Th . ti. T1 ,j' • • '`++1„ AK ' • .4 i• =ll '` •.x 17.... _ _ ,�� )• TokiNI Istjl •eql .it{.l • i%1+ ir.,�: .d. 114 • i {0 A=14,;;P!` M IAM I-DADE CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY E0601439 Exp. Date: 09/30/2009 GUADARRAMA RICARDO CONQUEST ENGINEERING GROUP CO D.B.A.: Is certified under the provisions of Chapter 10 of Miami -Dade County QUALIFYING TRADE S 0007 PAVING ENGINEERING SeHr etary F. Gonzalez P, E, //, o• cretary of the Board • VALID FOR CONTRACTING .imialli•Daite'County 8u ldingCode CampGaric Qltice ` - �'retairis alt pfroA dy rights ro th,s`carct. +t. ,f :;$ Co 1401h'Flagler S Suite ound ()?ea matt ttirS card t . . ,r :... 1603 Ri�rpf. Ef,`3?3Q •< Conquest Engineering Group, Co. Projects in Progress References Project Name: Artech Condominiums Project Address: 2950-3020 NE 188 St. Aventura, FI 33180 General Contractor: Coscan Construction, LLC GC Adress: 5555 Anglers Ave, Suite #1-A. Fort Lauderdale, FL 33312 Project Name: 500 Brickell Project Address: 500 Brickell Ave, Miami FI 33131 General Contractor: Facchina Mc Gaughan, LLC GC Adress: 6600 North Andrews Ave, Suite 200 Fort Lauderdale, FL 33309 Project Name: Marquis Project Address: 1100 Biscayne Blvd. Miami, FI 33132 General Contractor: KM Plaza Construction Service GC Adress: 120 NE 27th Street, Suite 600, Miami Florida 33137 Project Name: Riverfront Project Address: 90 SW 3rd Street, Miami FL 33131 General Contractor: Miami River, LLC GC Adress: 848 Brickell Ave, Miami, FL 33131 Project Name: NW 74th ST Intercahnge (415905-1-52-01) Project Address: Turnpike/ NW 74th Street General Contractor: Condotte America Inc. GC Adress: 9200 So. Dadeland Blvd, Suite 225 Miami, FI 33156 Amount Percentage of Completion $ 1,719,201.00 98% $ 792,000.00 99% $ 1,132,000.00 98% $ 2,115,000.00 95% $ 2,084,102.49 85% Project Name: Okeechobee Mainline Toll Plaza & NW 74th Street Interchange $ 1,198,461.83 85% Project Address: Turnpike Toll Plaza General Contractor: Condotte America GC Adress: 9200 So. Dadeland Blvd, Suite 225 Miami, F133156 Project Name: Area 4 Basin E Phase I Project Address: SW 14 ST SW 19th Place Ft Lauderdale, FL General Contractor: City of Fort Lauderdale GC Adress: 100 N. Andrew Ave., Fort Lauderdale, FL 33301 Project Name: Area 4 Basin E Phase 11 Project Address: Davie Blvd & SW 28th Way, Fort Lauderdale, FL General Contractor: City of Fort Lauderdale GC Adress: 100 N. Andrew Ave., Fort Lauderdale, FL 33301 $ 2,928,866.00 40% $ 3,705,580.00 98% Project Name: Croissant Park Basin A $ 5,527,667.00 99% Project Address: SW 4th Ave & SW 23rd Street General Contractor: City of Fort Lauderdale GC Adress: 100 N. Andrew Ave., Fort Lauderdale, FL 33301 Project Name: Annual Storm Drainage $ 795,848.00 90% Project Address: Various Locations (SW 9th Ave & SR -84, NE 23rd Ave, etc) General Contractor: City of Fort Lauderdale GC Adress: 100 N. Andrew Ave., Fort Lauderdale, FL 33301 Project Name: River Oaks Basin C $ 3,237,364.00 40% Project Address: SW 17 Ave & SW 20 St. Fort Lauderdale, FL General Contractor: City of Fort Lauderdale GC Adress: 100 N. Andrew Ave., Fort Lauderdale, FL 33301 Project Name: River Oaks Basin E $ 2,831,612.00 20% Project Address: SW 12 Ave & SW 20 St. Fort Lauderdale, FL General Contractor: City of Fort Lauderdale GC Adress: 100 N. Andrew Ave., Fort Lauderdale, FL 33301 Project Name: Plantation Park Phase D $ 1,660,501.00 0% Project Address: Broward Blvd &SW 63rd Terr General Contractor: City of Plantation GC Adress: 400 NW 73 Ave Plantation, FL 33317 Project Name: Reuse Water Distribution System Area 2 Phase 11I $ 1,358,385.10 10% Project Address: NE 23 Ave between Atlantic Blvd & NE 6 ST and SE 23 Ave between Atlantic Blvd & SE 5 St General Contractor: City of Pompano Beach GC Adress: 1190 NE 3er Ave, Building C, Pompano Beach, FL 33060 Project Name: Project Address: General Contractor: GC Adress: Old Culter Road FM Replacement Phase II $ 493,949.00 0% along Old Cutler Road between Snaper Creek Road and Matheson Hammock Park City of Coral Gables 2800 SW 72 Ave Coral Gables, 33155 Project Name: 2008-2009 Annual Storm Drainage $ 795,848.00 0% Project Address: Various Locations on City of Fort Lauderdale General Contractor: City of Fort Lauderdale GC Adress: 100 N. Andrew Ave., Fort Lauderdale, FL 33301 Project Name: SW 14st Place Infrastructure Improvements $ 1,141,903.00 0% Project Address: along SW 41st Place and a portion of SW 41st Street between Davie Road and SW 61st Ave in Davie. General Contractor: Town of Davie GC Adress: 6591 Orange Drive, Davie, Florida 33314 Total $ 33,518,288.42 Project Name: Project Address: General Contractor: Project Name: Project Address: General Contractor: GC Adress: Project Name: Project Address; General Contractor: GC Adress: Project Name: Project Address: General Contractor: GC Adress: Project Name: Project Address: General Contractor: Project Name: Project Address: General Contractor: Total Conquest Engineering Group, Co. Projects completed during 2007 References Modello (Off -site Water and Sewer)) 1001 East Dania Beach Blvd Park Ocean, LLC Dania Beach Blvd Force Main Dania Beach Blvd & SE 2nd Ave City of Dania Beach 100W Beach Blvd Dania Beach Fl 33304 Brickell on the River II 31 SE 5th Street. Miami Facchina-McGaughan 6600 N Andrews Ave, Suite 590, Ft.Lauderdale,FL 33309 Sunrise Keys & Sunrise Intracostal Infrastructure Improvements 26 NE & Sunrise Blvd. Fort lauderdale City of Fort Lauderdale 100 N. Andrew Ave., Fort Lauderdale, FL 3301 Croissant Park Basin B 20th Street SW & 4th Ave, Ft Lauderdale City of Fort Lauderdale Plantation Watermain Replacement Phase C Plantation Park Conquest Engineering Amount $ 530,975.00 $ 311, 340.00 $ 156, 826.00 $1,975,694.87 $2,772,695.62 $1,319,667.00 $7,067,198.49 Conquest Engineering Group Company Projects completed during 2006 References: • Project Name: Black Creek Homes Project Address: SW 204 St and 129 PI, Miami General Contractor: AAPCON L.L.C. GC Adress: 717 Ponce de Leon Blvd Suite 230. Cora Gables, FL • Project Name: Las Olas Grand Project Address: 405 North New River Dr. E Ft. Lauderdale FL General Contractor: Turner Construction Company GC Adress: 1399 SW lst Ave. Miami, Florida 33130 • Project Name: Park Place at Brickell Project Address: NE comer of Miami Ave. & 15 Road General Contractor: Turner Construction Co. GC Adress: 1399 SW 1st Ave. Miami, Florida 33130 • Project Name: Normandy Villas Project Address: 155-193 North shore Dr. Miami Beach General Contractor: Scott Robins Construction GC Adress: 193 North Shores Dr., Miami Beath, Florida 33141 Project Name: Offsite Utility Improvements for Walgreens Project Address: SW 137th Ave at 288th St General Contractor: City of Homestead GC Adress: 790 N. Homestead Blvd. Homestead, FL 33030 Project Name: Watermain Replacement Plantation Gardens Project Address: 7712 NW 5th Street, Plantation, FL General Contractor: City of Plantation GC Adress: 400 NW 73rd Avenue. Plantation, Florida 33317 • Project Name: Ivy Condominiumns at River Front Project Address: 90 SW 3rd Ave., Miami, FL 33131 General Contractor: VSN Engineering, Inc. GC Adress: 8550 West Flagler St., Suite #113, Miami, FL 33144 • Project Name: FIU Modular Project Address: FIU Modular General Contractor: Tumer Construction Company GC Adress: 1399 SW 1st Ave. Miami, Florida 33130 • Project Name: Pine Ridge Alternative Center Project Address: Country Club Circle SW 6 St., Plantation, FL 33317 General Contractor: City of Plantation GC Adress: 400 NW 73rd Ave., Plantation 33317 Contract Amount $ 884,125.92 $ 458,081.92 $ 913,670.00 $ 367,390.66 $ 217,463.30 $ 1,268,610.00 $ 276,005.00 $ 208,174.74 $ 148.68 " Project Name: MDX SR 973 ( Galloway Rd.) Project Address: SR 973 from A Pt. S of SR 976 to Grand Canal Dr General Contractor: Condotte America GC Adress: 9200 Dadeland Blvd, Suite 225, Miami, FI " Project Name: Brickell on the River Project Address: 31 SE 5th Street. Miami General Contractor: AMEC Construction Management GC Adress: 6600 N Andrews Ave, Suite 590, Ft. Lauderdale,Florida 33309 " Project Name: Cushman School Project Address: 592 NE 60 th Street, Miami FL 33137 General Contractor: Stobs Brothers Construction Co. GC Adress: 580 NE 92nd Street, Miami Shores, Florida 33138 " Project Name: Metropolis At Dadeland Project Address: 9055 South Dadeland, Blvd General Contractor: Turner Construction Co. GC Adress; 1399 SW 1st Ave. Miami, Florida 33130 Project Name: Natura PUD Phase I Project Address: 600 Natura Ave, Deerfield Beach, FI 33441 General Contractor: Natura, Inc GC Adress: 600 SW Natura Ave. Deerfield Beach, Florida 33441 $ 64,553.00 $ 531,403.30 $ 356,231.33 $ 647, 548.00 $ 790,156.61 " Project Name: MDX SR 836 Aux $ 1,034,871.23 Project Address: Expressway 836 From 57th Ave thru 72nd Ave, Miami General Contractor: Condotte America GC Adress: 9200 Dadeland Blvd, Suite 225, Miami, FI " Project Name: North Plantation Key Wastewater Collection System Phase II $ 2,982,180.00 Project Address: Plantation Key, Isla Morada, FL General Contractor: ADB Utility Contractors GC Adress: 1425 North Ashby, St. Louis, MO 63132 Total $ 11,000,613.69 Project Name: Project Address: General Contractor: GC Adress: Project Name: Project Address: General Contractor: GC Adress: Project Name: Project Address: General Contractor: GC Adress: Conquest Engineering Group Company Projects completed during 2005 References: FIU Garage #3 & #4 Florida International University, Miami,FL Pavarini Construction 14750 NW 77th Ct, Miami Lakes, Florida 33016 Duo Condominium Hallandale Beach, FL Pavarini Construction 14750 NW 77 Ct Suite 220, Miami Lakes, FL Aquazul (Project 02-110) 1600 S Ocean Blvd. Lauderdale by the Sea, FL. 33062 Pavarini Construction 1535 S Ocean Drive. Lauderdale by the Sea, FL 33062 Contract Amount $ 1,151,583.00 $ 80,000.00 $ 180, 000.00 Project Name: Dunbar Elementary School $ 9,614.00 Project Address: 505 NW 20th Street. Miami, Florida 33127 General Contractor: Unlimited Roofing Services GC Adress: 7845 NW 66 Street #2. Miami, Florida 33166 Project Name: Project Address: General Contractor: GC Adress: Project Name: Project Address: General Contractor: GC Adress: Project Name: Project Address: General Contractor: GC Adress: Stormwater Improvement (Project 04-53) NW 7th Ave at 2nd Street, Homestead City of Homestead 790 N. Homestead Blvd. Homestead, FL 33030 FIU Lakeview Housing (Project 04-92D) University Park Campus Turner Construction 1399 SW 1st Ave. Miami, Florida 33130 Bath Club ( Project No. 02-21) 5937 Collins Ave, Miami Beach,FL Turner Construction 1399 SW lst Ave. Miami, Florida 33130 $ 645,991.00 $ • 170,000.00 $ 780,000.00 Project Name: General Contractor: Project Name: Project Address: General Contractor: Conquest Engineering Group Company Projects completed during 2003 References: Chabad House of North Dade Construction Sources Boys & Girls Club 1111 N 69 Way, Hollywood, FL 33024 Jade Residencial Contract Amount $ 235,000.00 $ 44, 004.00 Total $ 279,004.00 SECTION 00500 CONTRACT THIS AGREEMENT, made and entered into this ?7' day of Moll- , 2008, A.D., by and between the Village of Key Biscayne, party of the first part (hereinafter sometimes called the OWNER), and Conquest Engineering Group, party of the second part (hereinafter sometimes called the "CONTRACTOR"). WITNESSETH: That the parties hereto, for the consideration hereinafter set forth, mutually agree as follows: 1.01 SCOPE OF THE WORK A. The CONTRACTOR shall furnish all labor, materials, equipment, machinery, tools, apparatus, and transportation and perform all of the Work indicated on the Drawings and described in the Specifications entitled: The Village of Key Biscayne Reclaimed Water Distribution System as prepared by Post, Buckley, Schuh & Jernigan, Inc., acting as, and in the Contract Documents entitled the ENGINEER, and shall do everything required by this Contract and the other Contract Documents. The work includes the construction of reclaimed water mains including service lines, valves and appurtenances, and roadway/right-of-way restoration, and other related work as shown on the plans. 1.02 THE CONTRACT SUM A. The OWNER shall pay to the CONTRACTOR for the faithful performance of the Contract, in lawful money of the United States, and subject to addition and deductions as provided in the Contract Documents, a total sum as follows: Based upon the prices shown in the Proposal heretofore submitted to the OWNER by the CONTRACTOR, a copy of said Proposal being a part of these Contract Documents, the aggregate amount of this Contract (obtained from either the lump sum price, the application of unit prices to the quantities shown in the Proposal, or the combination of both) being the sum of Seven Hundred Eighty Nine Thousand Eighty Four Dollars ($789,084). 1.03 COMMENCEMENT AND COMPLETION OF WORK A. The CONTRACTOR shall commence Work and the Contract Time will commence to run on the date fixed in the Notice to Proceed. B. The CONTRACTOR shall prosecute the Work with faithfulness and diligence and shall substantially complete the Work no later than ninety (90) calendar days after the commencement date as fixed in the Notice to Proceed. The work shall be completed within thirty (30) calendar days from the data certified by Engineer as the date of substantial completion. Project 01-1588.04 00500-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.04 CONTRACTOR'S ACCEPTANCE OF CONDITIONS A. The CONTRACTOR hereby agrees that, by virtue of submitting a completed Proposal including his declarations therein of full satisfaction, knowledge and understanding of the Contract Documents, site conditions (surface and subsurface) and all other conditions affecting the Work, he assumes full responsibility for performance of the Work as required under this Contract. It is expressly agreed that under no circumstances, conditions, or situations shall this Contract be more strongly construed against the OWNER than against the CONTRACTOR and his Surety. B. It is understood and agreed that the passing, approval and/or acceptance of any part of the Work or material by the OWNER, ENGINEER, or by any agent or representative, as being in compliance with the terms of this Contract and/or of the Contract Documents, shall not operate as a waiver by the OWNER of strict compliance with the terms of this Contract, and/or the Contract Documents covering said Work; and the OWNER may require the CONTRACTOR and/or his surety to repair, replace, restore and/or make to comply strictly and in all things with this Contract and the Contract Documents any and all of said Work and/or materials which within a period of one year from and after the date of the acceptance of any such Work or material, are found to be defective or to fail in any way to comply with this Contract or with the Contract Documents. This provision shall not apply to materials or equipment normally expected to deteriorate or wear out and become subject to normal repair and replacement before their condition is discovered. The CONTRACTOR shall not be required to do normal maintenance work under the guarantee provisions. Failure on the part of the CONTRACTOR and/or his Surety, immediately after notice to either, to repair or replace any such defect. 1.05 LIQUIDATED DAMAGES A. It is mutually agreed that time is of the essence of this Contract and should the CONTRACTOR fail to complete the work within the specified time, or any authorized extension thereof, there shall be deducted from the compensation otherwise to be paid to the CONTRACTOR, and the OWNER will retain the amount of two thousand dollars ($2000) per calendar day until substantial completion, as fixed, agreed and liquidated damages for each calendar day elapsing beyond the specified time for completion or any authorized extension thereof. After substantial completion, should contractor fail to complete the remaining work within the time specified in Section 1.03 above, the owner will retain the sum of one thousand dollars ($1000) per calendar day until completion. These amounts shall represent the actual damages which the OWNER will have sustained by failure of the CONTRACTOR to complete the work within the specified time; it being further agreed that said sum is not a penalty, but is the stipulated amount of damages sustained by the OWNER in the event of such default by the CONTRACTOR. B. For the purposes of this Article, the day of final acceptance of the work shall be considered a day of delay, and the scheduled day of completion of the work shall be considered a day scheduled for production. C. For the purposes of this Contract, the day of final acceptance of the work shall be considered a day of delay, and the scheduled day of completion of the work shall be considered a day scheduled for production. 1.06 REIMBURSEMENT OF ENGINEERING EXPENSES A. Should the completion of the Contract be delayed beyond the specified or adjusted time limit, Contractor shall reimburse Owner for all expenses of engineering and inspection incurred by Owner Project 01-1588.04 00500-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System during the period between said specified or adjusted time and the actual date of substantial completion. All such expenses for engineering and inspection incurred by Owner will be charged to Contractor and be deducted from payments due Contractor as provided by this Contract. Said expenses shall be further defined as engineers charges associated with the construction contact project management, including resident project representative costs. These expenses are not included in the daily rate for liquidated damages as defined in Article 1.05 of this Contract. These are additional expenses to be paid whether or not the liquidated damages are assessed. 1.07 PARTIAL AND FINAL PAYMENTS A. In accordance with the provisions fully set forth in the General Conditions, and subject to additions and deductions as provided, the OWNER shall pay the CONTRACTOR as follows: 1. Within 30 days after receipt by the OWNER of the CONTRACTOR's request for partial payment, the OWNER shall make partial payments to the CONTRACTOR, on the basis of the estimate of Work as approved by the ENGINEER, for work performed during the preceding calendar month, less ten percent (10%) of the amount of such estimate which is to be retained by the OWNER until all Work has been performed strictly in accordance with this Agreement and until such Work has been accepted by the OWNER. 2. Upon submission by the CONTRACTOR of evidence satisfactory to the OWNER that all payrolls, material bills and other costs incurred by the CONTRACTOR in connection with the construction of the Work have been paid in full, and also, after all guarantees that may be required in the specifications have been furnished and are found acceptable by the OWNER, final payment on account of this Agreement shall be made within sixty (60) days after completion by the CONTRACTOR of all Work covered by this Agreement and acceptance of such Work by the OWNER. 1.08 ADDITIONAL BOND A. It is further mutually agreed between the parties hereto that if, at any time after the execution of this Agreement and the Performance and Payment Bonds hereto attached for its faithful performance, the OWNER shall deem the surety or sureties upon such bonds to be unsatisfactory, or if, for any reason, such bond(s) ceases to be adequate to cover the performance of the Work, the CONTRACTOR shall, at his expense, and within three days after the receipt of notice from the OWNER to do so, furnish an additional bond or bonds, in such form and amount, and with such sureties as shall be satisfactory to the OWNER. In such event, no further payment to the CONTRACTOR shall be deemed due under this Agreement until such new or additional security for the faithful performance of the Work shall be furnished in manner and form satisfactory to the OWNER. 1.09 CONTRACT DOCUMENTS A. The Contract Documents which comprise the entire agreement between the Village and the Contractor concerning the work consist of this Contract for Construction, the Drawings, Plans and Specifications, the Invitation for Bids, the Addenda , the Bid, Instructions to Bidders, the General and Supplementary Conditions, FDEP supplementary conditions (construction), the Performance Bond, Insurance Certificates, the Notice of Award, the Notice to Proceed, any Change Orders and any other Contract Documents, not specifically listed herein which shall be considered incorporated into and made a part of this Contract by this reference and shall govern this Project. Contractor is reminded and hereby recognizes that all Work under this contract must comply with applicable county, state and federal Project 01-1588.04 00500-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System regulations, which shall be deemed to be incorporated herein immediately upon Village's written request. B. This document incorporates and includes all prior negotiations, correspondence, conversations, agreements, or understandings applicable to the matters contained herein and the parties agree that there are no commitments, agreements, or understandings concerning the subject matter of these Contract Documents that are not contained herein. Accordingly it is agreed that no deviation from the terms hereof shall be predicated upon any prior representations or agreements, whether oral or written. C. The Contract Documents shall remain the property of the Village. The Contractor shall have the right to keep one record set of the Contract Documents upon the completion of the Project: however, that in no event shall the Contractor use, or permit to be used, any or all of such Contract Documents on other Projects without the Village's prior written authorization. 1.10 WAIVER OF JURY TRIAL Village and Contractor knowingly, irrevocably, voluntarily and intentionally waive any right either may have to a trial by jury in State and or Federal court proceedings in respect to any action, proceeding, lawsuit or counterclaim based upon the Contract for Construction, arising out of, under, or in connection with the Construction of the Work, or any course of conduct, course of dealing, statements or actions or inactions of any party. 1.11 ASSIGNMENT Neither party shall assign the Contract or any sub -contract in whole or in part without the written consent of the other, nor shall contractor assign any monies due or to become due to it hereunder, without the previous written consent of the Village Manager. 1.12 MISCELLANEOUS 1.12.1 INSURANCE REQUIREMENTS Contractor shall provide and maintain in force until all the Work to be performed under this Contract has been completed and accepted by Village (or for such duration as is otherwise specified hereinafter), the insurance coverages set forth in the Contract Documents. 1.12.2 VILLAGE'S RIGHT TO TERMINATE CONTRACT A. If Contractor fails to timely begin the Work, or fails to perform the Work, with sufficient workers and equipment or with sufficient materials to insure the prompt completion of the Work, or shall perform the Work unsuitably, or cause it to be rejected as defective and unsuitable, or discontinue the prosecution of the Work pursuant to the accepted schedule or if the Contractor shall fail to perform any material term set forth in the Contract Documents or if Contractor shall become insolvent or be declared bankrupt or insolvency, or shall make an assignment for the benefit of creditors, or from any other cause whatsoever shall not carry on the Work in any acceptable manner, Village may, upon seven (7) days written Notice of Termination, terminate the services of Contractor, exclude Contractor from the Project site and take the prosecution of Work out of the hands of the Contractor, and use any or all materials on the Project site which have been paid for by the Village, as may be suitable and acceptable and may finish the Work by whatever methods it may deem expedient. In such case Contractor shall not be entitled to receive Project 01-1588.04 April 2008 Reclaimed Water Distribution System 00500-4 Village of Key Biscayne any further payment until the Project is completed. All damages, costs and charges incurred by Village, together with costs of completing the Project, shall be deducted from any monies due or which may become due to Contractor. In case the damages and expenses so incurred by Village shall exceed the unpaid balance, then Contractor shall be liable and shall pay to Village the amount of said excess. B. Contractor agrees that in the event that a referendum or initiative measure is adopted at an election by the majority of the electors of the Village voting on such measure, which operates to prohibit the construction of the Project in accordance with the Plans: the Village Council shall have the authority, within (30) days after any such event, to terminate the Contract by providing written notice of termination to the Contractor. In the event of such termination, the Village shall not be liable to Contractor for payment to any supplemental compensation, penalties, damages, loss of profits, termination fee or demobilization fee as a result of such termination, and the Contractor shall only be paid by the Village in accordance with the Contract, for the portion of the Work for the Project which has been performed by Contractor up to the time of notice of termination of Contract. The Contractor shall be entitled to recover from the Village payment for proven loss with respect to materials, equipment, tools, and construction equipment and machinery, including reasonable overhead, and profit earned on the Project prior to the date of termination. C. In the event that a referendum or initiative measure is adopted at an election by the majority of the electors of the Village voting on such measure, which operates to prohibit the financing for the construction of the Project in accordance with the Plans: the Village Council shall have the authority, within thirty (30) days after any such event, to terminate the Contract by providing written notice of termination to the Contractor. In the event of such termination, the Village shall not be liable to Contractor for payment of any compensation, penalties, damages, loss of profits, termination fee or demobilization fee as a result of such termination, and the Contractor shall only be paid by the Village in accordance with the Contract, for the portion of the Work of the Project which has been performed by the Contractor up to the time of notice of termination of Contract. The Contractor shall be entitled to recover from the Village payment for proven loss with respect to materials, equipment, tools, and construction equipment and machinery, including reasonable overhead, and profit earned on the Project prior to the date of termination. 1.12.3 CONTRACTOR TO CHECK PLANS, SPECIFICATIONS AND DATA: 1.12.4 Contractor shall verify all dimensions, quantities and details shown on the plans, specifications or other data received from Village's Project Engineer, and shall notify Village's Project Engineer in writing of all errors, omissions and discrepancies found therein within three (3) calendar days of discovery and Village's Project Engineer will promptly review the same. Any Work done after such discover, but prior to written authorization of the Village's Project Engineer, will done at the Contractor's sole risk. CONTRACTOR'S RESPONSIBILITY FOR DAMAGES AND ACCIDENTS: A. Contractor shall accept full responsibility for the Work against all loss or damage of any nature sustained until fmal acceptance by Village, and shall promptly repair any damage done from any cause. B. Contractor shall be responsible for all materials, equipment and supplies pertaining to the Project. In the event any such materials, equipment and supplies are lost, stolen, damaged or destroyed prior to final acceptance by Village, Contractor shall replace same without cost to Village. Project 01-1588.04 00500-5 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.12.5 DEFECTIVE WORK/GUARANTEE: A. Village shall have the authority to reject or disapprove Work which the Village finds to be defective. If required by the Village, Contractor shall promptly either correct all defective Work or remove such defective Work and replace it with non -defective Work. Contractor shall bear all direct, indirect and consequential costs of such removal or corrections including cost of testing laboratories and personnel. B. Should Contractor fail or refuse to remove or correct any defective Work or to make any necessary repairs in accordance with the requirements of the Contract Documents within the time indicated in writing by Village's Project Consultant, Village shall have the authority to cause the defective Work to be removed or corrected, or make such repairs as may be necessary at Contractor's expense. Any expense incurred by Village in making such removals, corrections or repairs, shall be paid for out of any monies due or which may become due to Contractor. In the event of failure of Contractor to make all necessary repairs promptly and fully, Village may declare Contractor in default. C. The contractor shall unconditionally guarantee all materials and equipment furnished and Work performed for a period of one (1) year from the date of substantial completion. If, within one (1) year after the date of substantial completion, any of the Work is found to be defective of not in accordance with the Contract Documents, Contractor, after receipt of written notice from Village, shall promptly correct such defective or nonconforming Work within the time specified by Village without cost to Village. Nothing contained here in shall be construed to establish a period of limitation with respect to any other obligation which Contractor might have under Contract Documents including but not limited to any claim regarding latent defects. D. Failure to reject any defective Work or material shall not in any way prevent later rejection when such defect is discovered. 1.12.6 LEGAL RESTRICTIONS AND TRAFFIC PROVISIONS: Contractor shall conform to and obey all applicable laws, regulations, or ordinances with regard to labor employed, hours of Work and Contractor's general operations. Contractor shall conduct its operations so as not to interfere with or close any throughfare, except as provided for in the Contract Documents, without the written consent of the proper authorities. 1.12.8 EXAMINATION AND RETENTION OF CONTRACTOR'S RECORDS: A. The Village or any of their duly authorized representatives shall, until three (3) years after final payment under this contract, have access to and the right to examine any of the Contractor's books, ledgers, documents, papers, or other records involving transactions related to this contract for the purpose of making audit, examination, excerpts and transcriptions. B. The Contractor agrees to include in first -tier subcontracts under this contract a clause substantially the same as subparagraph 1.12.7.A above. "Subcontract," as used in this clause, excludes purchase orders not exceeding $10,000. C. The right to access and examination of records in subparagraph 1.12.7.A shall continue until disposition of any mediation, claims, litigation or appeals. Project 01-1588.04 00500-6 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.12.8 DAMAGES FOR DELAY: No claim for damages or any claim, other than for an extension of time shall be made or asserted against Village by reason of any delays. Contractor shall not be entitled to an increase in the Contract Price or payment or compensation of any kind from Village for direct, indirect, consequential, impact or other costs, expenses or damages, including by not limited to, cost of acceleration or inefficiency, arising because of delay, disruption, interference or hindrance be reasonable or unreasonable, foreseeable or unforeseeable, or avoidable or unavoidable. Contractor shall be entitled only to extensions of the Contract Time as the sole exclusive remedy for such resulting delay. Notwithstanding the above, and in accordance with the requirements of Article 12 of the General Conditions, the Contractor shall be granted an extension of time and suspension of liquidated damages for any delay beyond the control of the Contractor. Should any delay, disruption, interference or hindrance be caused by the Village, for a continuous period or cumulative period of thirty (30) days, the Contractor may terminate the Contract upon seven days written notice to the Village. 1.12.9 PUBLIC ENTITY CRIMES AFFIDAVIT: Contractor shall comply with Section 287.133, Florida Statues, (Public Entity Crimes Statute) notification of which is hereby incorporated herein by reference, including execution of any required affidavit. 1.12.10 INDEMNIFICATION: Contractor shall indemnify and hold harmless Village, Village's officers and employees and Village's Project Engineer and its officers and employees, from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney's fees, to the extent caused by the negligence, recklessness or intentional wrongful conduct of Contractor and persons employed or utilized by Contractor in the performance of the Agreement. 1.12.11 CAPITALIZED TERMS: Capitalized terms shall have their plain meaning as indicated herein. 1.12.12 INDEPENDENT CONTRACTOR: The Contractor is an independent contractor under the Contract. Services provided by the Contractor shall be by employees of the Contractor and subject to supervision by the Contractor, and not as officers, employees, or agents of the Village. Personnel policies, tax responsibilities, social security and health insurance, employee benefits, purchasing policies and other similar administrative procedures, applicable to services rendered under the Contract shall be those of the Contractor. 1.12.13 PAYMENT TO SUB -CONTRACTORS: Certification of Payment to Subcontractors: The term "subcontractor," as used herein, includes persons or firms furnishing materials or equipment incorporated into the work or stockpiled for which the Village made partial payment and firms working under equipment -rental agreements. The Contractor is required to pay all subcontractors for satisfactory performance of their Contracts before the Village will make a further progress (partial) payment. The Contractor shall also return all retainage withheld to the subcontractors within 30 days after the subcontractor's work is satisfactorily complete, as Project 01-1588.04 00500-7 Village of Key Biscayne April 2008 Reclaimed Water Distribution System determined by the Village. Prior to receipt of any progress (partial) payment, the prime contractor shall certify that all subcontractors having an interest in the Contract were paid for satisfactory performance of their Contracts and that the retainage is returned to subcontractors within 30 days after satisfactory completion of the subcontractor's work. Contractor shall provide this certification in the form designated by the Village. The Village will not make any progress payments after the initial partial payment until the Contractor completes the Equal Opportunity monthly report, unless the Contractor demonstrate good cause for not making any required payments and furnishes written notification of any such good cause to both the Village and the affected subcontractors and suppliers. Within 30 days of the Contractor's receipt of the fmal progress payment or any other payments thereafter, except the fmal payment, the Contractor shall pay all subcontractors and suppliers having an interest in the Contract for all work completed and materials furnished. The Village will honor an exception to the above when the Contractor demonstrates good cause for not making any required payment and furnishes releases from subcontractors and suppliers within 30 -day period. IN WITNESS WHEREOF, the parties hereto have made and executed this Agreement on the respective dates under each signature: VILLAGE OF KEY BISCAYNE, FLORIDA, signing by and through its Village Manager authorized to execute same by Council action on the /3 day of 2008, and C6A1u4 3 k ? rl e Q , -� p signing by and through , 3 194e 3; ckk', f , duly authorized to execute sa e. ST: 0/w VILLAG 1 IF KEY B YNE, FLI,' IAA By: llage Clerk illage Manager APPROVED AS TO FORM AND LEGAL SUFFICIENC By: VILLAGE ATT * RNE ', This day of , 2008. Project 01-1588.04 April 2008 00500-8 Village of Key Biscayne Reclaimed Water Distribution System CONTRACTOR MUST EXECUTE THIS CONTRACT AS INDICATED BELOW. USE CORPORATION FORMAT, AS APPLICABLE. CONTRACTOR ATj7'EST: ecretary) (Corporate Seal) Thisolvi Lday of , 2008. 43,4,e , Pemcin6i �w#. B 6 6 ,Zea.*70 "r,e_e. 4ii/ itle) 4. (T . e Name/Title signed above) Project 01-1588.04 00500-9 Village of Key Biscayne April 2008 Reclaimed Water Distribution System CERTIFICATE (Sample) STATE OF FLORIDA ) ss COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of Ze.")/71,Z.leJ /reee//7 .60 CA • , a corporation under the laws of the State of 7D/1.�j da , held on G2'y o'? , 20 the following resolution was duly passed and adopted: • "RESOLyXD, that /r'7, h c-e e% ,,X2 , as 7/-7e President of the corporation, be and he is hereby authori4 jd to execute the Contract dated , 20_, between the Y/ 1104e 8,5eagnetnd this corporation, and that his execution thereo , atte ted by t e Secretary of the corporation and with rP corporate seal affixed, shall be the official act and deed of this corporation." I further certify that said resolution is now in full force and effect. IN WITNESS EREOF, I have hereunto set my hand and affixed the official seal of the corporation this Z l?fl day of , 20 ,6p Project 01-1588.04 April 2008 END OF SECTION 00500-10 Village of Key Biscayne Reclaimed Water Distribution System Nielson, Alter & Associates, Inc. Bond d Depa r tm en t Public Works Bond In compliance with Florida Statutes 255.05(1)(a) Bond No. Contractor Company' Address Phone No. Surety Company Address Phone No. Owner Name Address Phone No. Contract/Project No. Project Name Project Location Legal Description And Street Address Description of Work SU1038830 Conquest Engineering . ou 8491 N.W. 17th Street, Suite L-111 Miami, FL 33128 (305) 599-2370 Arch Insurance Company One Liberty Plaza, 53rd Floor New York, NY 10006 (212) 651-6500 The Village of Key Biscayne 88 West McIntyre Street Key Biscayne, FL 33149 (305) 445-2900 Reclaimed Water Distribution System Key Biscayne, FL Key Biscayne, FL Reclaimed Water Distribution System Front Page All other bond page(s) are deemed subsequent to this page regardless of any page number(s) that may be preprinted thereon. r Bond NO. SU1038830 SECTION 00610 PERFORMANCE BOND STATE OF FLORIDA) ss COUNTY OF ) Miami -Dade KNOW ALL MEN BY THESE PRESENTS that CONQUEST ENGINEERING GROUP COMPANY as Principal, hereinafter called CONTRACTOR, and Arch Insurance Company as Surety, hereinafter called Surety, are held and firmly bound unto the Village of Key Biscayne, as Obligee, hereinafter called OWNER, in the amount of Seven Hundred Eighty Nine Thousand Eighty Four And No/100** Dollars ($789,084,00 for the payment whereof CONTRACTOR and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, CONTRACTOR has by written agreement dated , 20_, entered into a Contract with OWNER for: The Village of Key Biscayne Reclaimed Water Distribution System in accordance with Drawings and Specifications prepared by Post, Buckley, Schuh & Jernigan, Inc., which Contract is by reference made a part hereof and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that, if the Principal shall in all respects promptly and faithfully perform and comply with the terms and conditions of said Contract and his obligations thereunder and shall indemnify the OWNER and the ENGINEER and save either or all of them harmless against and from all costs, expenses and damages arising from the performance of said Contract or the repair of any work thereunder, then this obligation shall be void; otherwise, this Bond shall remain in full force and effect, in accordance with the following terms and conditions: A. The Principal and Surety jointly and severally agree to pay the OWNER any difference between the sum to which the said Principal would be entitled on the completion of the Contract, and that sum which the OWNER may be obliged to pay for the completion of said Project 01-1588.04 April 2008 006101 Village of Key Biscayne Reclaimed Water Distribution System work by Contract or otherwise, and any damages, direct or indirect or consequential, which the said OWNER may sustain on account of such work, or on account of the failure of said CONTRACTOR to properly and in all things, keep and execute all of the provisions of said Contract. B. And this Bond shall remain in full force and effect for a period of one (1) year from the date of acceptance of the project by the OWNER and shall provide that the CONTRACTOR guarantees to repair or replace for said period of one (1) year all work performed and materials and equipment furnished that were not performed or furnished according to the terms of the Contract, and shall make good, defects thereof which have become apparent before the expiration of said period of one (1) year. If any part of the project, in the judgment of the OWNER, for the reasons above stated needs to be replaced, repaired or made good during that time, the OWNER shall so notify the CONTRACTOR in writing. If the CONTRACTOR refuses or neglects to do such work within five (5) days from the date of service of such Notice, the OWNER shall have the work done by others and the cost thereof shall be paid by the CONTRACTOR or his Surety. C. And the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive Notice of any change, extension of time, alteration or addition to the terms of the Contract or to the work or to the Specifications. D The surety represents and warrants to the OWNER that they have a Best's Key Rating Guide General Policyholder's Rating of " A „ and Financial Category of "Class xV ". Project 01-1588.04 April 2008 00610-2 Village of Key Biscayne Reclaimed Water Distribution System IN WITNESS WHEREOF, the above bounded parties executed this instrument under their several seals, this day of 20_, A.D., the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. WITNESS: (If Sole Ownership or Partnership, two (2) Witnesses required). (If Corporation, Secretary only will attest and affix seal). PRINCIPAL: Conquest Engineering Group Company WITNESS: .Proje tot -1588.04 :April 2008 00610-3 (Affix Signature of Au • . rized Seal) Officer Title 8491 N.W. 17th Street Business Address Miami, FL 33126 City State SURETY: Arch Insurance ompany Corpo to Surety (Affix A win -Fact Warren M. Alter Seal) One Liberty Plaza, 53rd Floor Business Address New York, NY.,,,. 10006 City State Nielson, Alter & Associates Name of Local Insurance Agency Village of Key Biscayne Reclaimed Water Distribution System CERTIFICATES AS TO CORPORATE PRINCIPAL r 1, e)4�� •i eC!/124 , certify that I am the Secretary of the Corporation named as Principal in the within bond• tIat/ee�o (e44,46146e0S4o signed the said bond on behalf of the Principal, was then , /i/ ©f said Corporation; that I know his signature, and his signature hereto is genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Corporate STATE OF FLORIDA ) ss COUNTY OF Miami— ) Dade Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared Warren M. Alter to me well known, who being by me first duly sworn upon oath, says that he is the Attorney -in -Fact, for the Arch Insurance,.., Company authorized by Them CONTRACTOR named therein in favor of the Village of Key Bisc.ayne Subscribed and sworn to before me this _. .. . day of , 20_.-.,.., A.D and that he has been (Attach Power of Attorney) to execute the foregoing bond on behalf of the ntary Public State of Florida -at -Large My Commission Expires: END OF SECTION Notary Public State of Florida Kristi M Messel My Commission DD480125 Expires 11/14/2009 Project 01-1588.04 00610-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System POWER OF ATTORNEY Know All Men By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal office in Kansas City, Missouri (hereinafter referred to as the "Company") does hereby appoint Mary C. Aceves, Warren M. Alter, Charles D. Nielson, Charles J. Nielson, David R. Hoover and Gicelle Pajon of Miami Lakes, FL (EACH) its true and lawful Attorney(s)-in-Fact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds and undertakings EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver bonds or undertakings that guarantee the payment or collection of any promissory note, check, draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit of authority as set forth herein. The Company may revoke this appointment at any time. The execution of such bonds and undertakings in pursuance, of these,. presents `shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office in Kansas City, Missouri. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on March 3, 2003, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings, obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on March 3, 2003: VOTED, That the signature of the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on March 3, 2003, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. OOML00'I3 00 03 03 Page 1 of 2 Printed in U.S.A. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 1st day of May 20 08 Arch Insurance Company Attested and Certified Martin J. Nils:-' , Secretary STATE OF PENNSYLVANIA SS COUNTY OF PHILADELPHIA SS J. Mr a= ete, ice r ident I, Brian C. Kuhn, a Notary Public, do hereby certify that Martin J. Nilsen and J. Michael Pete personally known tame to be the same persons whose names are respectively as Secretary and Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of Missouri, subscribed to the foregoing; instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. CERTIFICATION COMMONWEALTH OF PENNSYLVANIA NOTARIAL SEAL Brian C. Kuhn, Notary Public City of Philadelphia, Philadelphia County My commission expires December 06, 2011 Brian C. Kuhn, Notary Public My commission expires 12-06-2011 I, Martin J. Nilsen, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated May 1, 2008 on behalf of the person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and 1 do further certify that the said J. Michael Pete, who executed the Power of Attorney as Vice President, was on the date -of execution of the attached Power of Attorney the duly elected Vice President of the Arch Insurance Company. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corpore s- -1 of the Arch Insurance Company on this day of , 20 Martin J. N; en, Secretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch Surety 3 Parkway, Ste_ 1500 Philadelphia, PA 19102 00ML0013 00 03 03 Page 2 of 2 Printed in U.S.A. Bond No. SU1038830 SECTION 00620 PAYMENT BOND STATE OF FLORIDA) ss COUNTY O Iiami-) Dade KNOW ALL MEN BY THESE PRESENTS that CONQUEST ENGINEERING GROUP COMPANY as Principal, hereinafter called CONTRACTOR, and Arch Insurance Company as Surety, hereinafter called Surety, are held The Village of and firmly bound unto the Key Biscayne , as Obligee, hereinafter called OWNER, in the amount of Seven Hundred Eighty Nine Thousand Eighty Four And No/ 100* * Dollars (•$ 789 ,084 .00) for the payment whereof CONTRACTOR and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, CONTRACTOR has by written agreement dated , 20_, entered into a Contract with OWNER for: The Village of Key Biscayne Reclaimed Water Distribution System in accordance with Drawings and Specifications prepared by Post, Buckley, Schuh & Jernigan, Inc., which Contract is by reference made a part hereof and is hereinafter referred to as the Contract. NOW, THEREORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that, if the Principal shall promptly make payments to all claimants, as herein below defined, then this obligation shall be void; otherwise, this Bond shall remain in full force and effect, subject to the following terms and conditions: A. A claimant is defined as any person supplying the Principal with labor, material, and supplies, used directly or indirectly by the said Principal or any subcontractor in the prosecution of the work provided for in said Contract, and is further defined in Section 713.01 of the Florida Statutes. B. The above named Principal and Surety hereby jointly and severally agree with the OWNER that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after performance of the labor or after complete delivery of Project 01-1588,04 00620-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System THIS !Joni HEREBY IS AMENDED SO THAT THE PROVISIONS AND LIMITATIONS OF SECTION 255.05 OR SECTION 713.23 FLORIDA STATUTES, WHICHEVER IS APPLICABLE, ARE INCORPORATED HEREIN BY REFERENCE. This bond is given to comply with section 255.05 Floridh Statutes, and any action instituted by a claimant under thi: bond for payment must be in accordance with the notice and time limitation provisions in Section 255.05(2), Florida Statutes, materials and supplies by such claimant, may sue on this Bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The OWNER shall not be liable for the payment of any costs or expenses of any such suit. C. No suit or action shall be commenced hereunder by any claimant: 1, Unless claimant, other than one having a direct Contract with the Principal, shall within forty-five (45) days after beginning to furnish labor, materials or supplies for the prosecution of the work, furnish the Principal with a notice that he intends to look to this bond for protection. Unless claimant, other than one having a direct Contract with the Principal, shall within ninety (90) days after such claimant's performance of the labor or complete delivery of materials and supplies, deliver to the Principal written notice of the performance of such labor or delivery of such material and supplies and the nonpayment therefor. 3. After the expiration of one (1) year from the performance of the labor or completion of delivery of the materials and supplies; it being understood, however, that if any limitation embodied in this Bond is prohibited by any law controlling the construction hereof such limitations shall be deemed to be amended so as to be equal to the minimum period of limitation pertnitted by such law. Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the project, or any part thereof, is situated, or in the United States District Court for the district in which the project, or any part thereof, is situated, and not elsewhere. D. The Principal and the Surety jointly and severally, shall repay the OWNER any sum that the OWNER may be compelled to pay because of any lien for labor or materials furnished for any work included in or provided by said Contract. E. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of or addition to the terms of the Contract or to the work to be performed thereunder or the Specifications applicable thereto shall in any wise affect its obligations on this Bond, and the Surety hereby waives notice of any such change, extension of time, alterations of or addition to the terms of the Contract, or to the work or to the Specifications. F. The Surety represents and warrants to the OWNER that they have a Best's Key Rating Guide General Policyholder's rating of " A „ and Financial Category of "Class Icy Project 01-1588.04 00520-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System IN WITNESS WHEREOF, the above bounded parties executed this instrument under their several seals, this day of 2O , A.D., the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. WITNESS: (If Sole Ownership or Partnership, two (2) Witnesses required). (If Corporation, Secretary only will attest and affix seal). PRINCIPAL: Conquest Engineering Group Company ,w ..�. (Affix Signature of A orized Seal) Officer WI'T'NESSES: WITNESS: ��CE/c3‘CJ Title R491 N.W,... ,..7th Street, ,. Business Address Miami, FL 33126 City SURETY: Arch Insurance Company Corpora Surety State (Affix Atto in_FaetWarren M. Alter Seal) One Liberty Plaza, 53rd Floor Business Address New York, NY 10006 City State Nielson, Alter & Associates Name of Local Insurance Agency Project 01- I58&04 00620-3 village of Key Biscayne April 2008 Reclaimed Water Distribution System CERTIFICATES AS TO CORPORATE PRINCIPAL. I, ar % •Mtelz certify that I am the Secretary of the Corporation named as Principal in the within bond- hat.er� ei 4-Q"lho signed the said bond on behalf of the Principal, was then X- /e34v71 of said Corporation; that I know his signature, and his signature hereto is genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Corporate Seal STATE OF FLORIDA ) ss COUNTY OF Miami— ) Dade Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared Warren M. Alter to me well known, who being by me first duly sworn upon oath, says that i,e is the Attorney -in -Fact, for the Arch Insurance Company and that he has been authorized by Them to execute the foregoing bond on behalf of the CONTRACTOR named therein in favor of the Village of Key Biscayne Subscribed and sworn to before me this day of _ .., -,,,2O_, A.D. (Attach Power of Attorney) Project 01-1588.04 April 2008 Notary Public State of Florida -at -Large My Commission Expires: END OF SECTION 006204 Notary Public State of Flonda Kristi M Messes My Commission D048O125 Expires 11/14/2009 Village of Key Biscayne Reclaimed Water Distribution System POWER OF ATTORNEY Know All Men By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal office in Kansas City, Missouri (hereinafter referred to as the "Company") does hereby appoint Mary C. Aceves, Warren M. Alter, Charles D. Nielson, Charles J. Nielson, David R. Hoover and Gicelle Pajon of Miami Lakes, FL (EACH) its true and lawft t Attorriey(s)-in-Fact, to make, execute, seat, and deliver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds and undertakings EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver bonds or undertakings that guarantee the payment or collection of any promissory note, check, draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit of authority as set forth herein. The Company may revoke this appointment at any time. The execution of such bonds and undertakings in pursuance. of these presents `shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office in Kansas City, Missouri. This Power of Attomey is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on March 3, 2003, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings, obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of Directors of the Company on March 3, 2003: VOTED, That the signature of the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and flied with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on March 3, 2003, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. 00ML00'I3 00 03 03 Page 1 of 2 Printed in U.S.A. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 1st day of May 7 20 08 Arch Insurance Company Attested and Certified Martin J. Nils-' , Secretary STATE OF PENNSYLVANIA SS COUNTY OF PHILADELPHIA SS J. Mi ha:. 'ete, ice "r:° ident I, Brian C. Kuhn, a Notary Public, do hereby certify that Martin J. Nilsen and J. Michael Pete personally known to me to be the same persons whose names are respectively as Secretary and Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State .of Missouri, subscribed to the foregoing ' instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. CERTIFICATION COMMONWF.ALTOF PENNSYLVANIA NOTARIAL SEAL Brian C. Kuhn, Notary Public City of Philadelphia, Philadelphia County My commission expires December 06, 2011 Brian C. Kuhn, Notary Public My commission expires 12-06-2011 I, Martin J. Nilsen, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney 'dated May 1, 2008 on behalf of the person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and 1 do further certify that the said J. Michael Pete, who executed the Power of Attorney as Vice President, was on the date.of execution of the attached Power of Attorney the duly elected Vice President of the Arch Insurance Company. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corpor a s- .I of the Arch Insurance Company on this day of , 20 Martin J. Nen, Secretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch Surety 3 Parkway, Ste. 1500 Philadelphia, PA 19102 00ML0013 00 03 03 Page 2 of 2 Printed in U.S.A. SECTION 00610 PERFORMANCE BOND STATE OF FLORIDA) ss COUNTY OF ) KNOW ALL MEN BY THESE PRESENTS that as Principal, hereinafter called CONTRACTOR, and as Surety, hereinafter called Surety, are held and firmly bound unto the Village of Key Biscayne, as Obligee, hereinafter called OWNER, in the amount of Dollars ($ ) for the payment whereof CONTRACTOR and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, CONTRACTOR has by written agreement dated , 20_, entered into a Contract with OWNER for: The Village of Key Biscayne Reclaimed Water Distribution System in accordance with Drawings and Specifications prepared by Post, Buckley, Schuh & Jernigan, Inc., which Contract is by reference made a part hereof and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that, if the Principal shall in all respects promptly and faithfully perform and comply with the terms and conditions of said Contract and his obligations thereunder and shall indemnify the OWNER and the ENGINEER and save either or all of them harmless against and from all costs, expenses and damages arising from the performance of said Contract or the repair of any work thereunder, then this obligation shall be void; otherwise, this Bond shall remain in full force and effect, in accordance with the following terms and conditions: A. The Principal and Surety jointly and severally agree to pay the OWNER any difference between the sum to which the said Principal would be entitled on the completion of the Contract, and that sum which the OWNER may be obliged to pay for the completion of said Project 01-1588.04 April 2008 Reclaimed Water Distribution System 00610-1 Village of Key Biscayne work by Contract or otherwise, and any damages, direct or indirect or consequential, which the said OWNER may sustain on account of such work, or on account of the failure of said CONTRACTOR to properly and in all things, keep and execute all of the provisions of said Contract. B. And this Bond shall remain in full force and effect for a period of one (1) year from the date of acceptance of the project by the OWNER and shall provide that the CONTRACTOR guarantees to repair or replace for said period of one (1) year all work performed and materials and equipment furnished that were not performed or furnished according to the terms of the Contract, and shall make good, defects thereof which have become apparent before the expiration of said period of one (1) year. If any part of the project, in the judgment of the OWNER, for the reasons above stated needs to be replaced, repaired or made good during that time, the OWNER shall so notify the CONTRACTOR in writing. If the CONTRACTOR refuses or neglects to do such work within five (5) days from the date of service of such Notice, the OWNER shall have the work done by others and the cost thereof shall be paid by the CONTRACTOR or his Surety. C. And the said Surety, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive Notice of any change, extension of time, alteration or addition to the terms of the Contract or to the work or to the Specifications. D tfhe surety represents and warrants to the OWNER that they have a Best's Key Rating Guide General Policyholder's Rating of " " and Financial Category of "Class Project 01-1588.04 II 00610-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System IN WITNESS WHEREOF, the above bounded parties executed this instrument under their several seals, this day of 20_, A.D., the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. WITNESS: (If Sole Ownership or Partnership, two (2) Witnesses required). (If Corporation, Secretary only will attest and affix seal). PRINCIPAL: (Affix Signature of Authorized Seal) Officer WITNESSES: Title Business Address City State SURETY: WITNESS: Corporate Surety (Affix Attomey-in-Fact Seal) Business Address City State Name of Local Insurance Agency Project 01-1588.04 00610-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System CERTIFICATES AS TO CORPORATE PRINCIPAL I, , certify that I am the Secretary of the Corporation named as Principal in the within bond; that who signed the said bond on behalf of the Principal, was then of said Corporation; that I know his signature, and his signature hereto is genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Corporate Secretary Seal STATE OF FLORIDA ) ss COUNTY OF ) Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared to me well known, who being by me first duly sworn upon oath, says that he is the Attorney -in -Fact, for the and that he has been authorized by to execute the foregoing bond on behalf of the CONTRACTOR named therein in favor of the Subscribed and sworn to before me this day of , 20_, A.D. (Attach Power of Attorney) Project 01-1588.04 April 2008 Reclaimed Water Distribution System Notary Public State of Florida -at -Large My Commission Expires: END OF SECTION 00610-4 Village of Key Biscayne SECTION 00620 PAYMENT BOND STATE OF FLORIDA) ss COUNTY OF ) KNOW ALL MEN BY THESE PRESENTS that as Principal, hereinafter called CONTRACTOR, and as Surety, hereinafter called Surety, are held and firmly bound unto the , as Obligee, hereinafter called OWNER, in the amount of Dollars ($ ) for the payment whereof CONTRACTOR and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, CONTRACTOR has by written agreement dated , 20_, entered into a -viltract with OWNER for: The Village of Key Biscayne Reclaimed Water Distribution System in accordance with Drawings and Specifications prepared by Post, Buckley, Schuh & Jernigan, Inc., which Contract is by reference made a part hereof and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that, if the Principal shall promptly make payments to all claimants, as herein below defined, then this obligation shall be void; otherwise, this Bond shall remain in full force and effect, subject to the following terms and conditions: A. A claimant is defined as any person supplying the Principal with labor, material, and supplies, used directly or indirectly by the said Principal or any subcontractor in the prosecution of the work provided for in said Contract, and is further defined in Section 713.01 of the Florida Statutes. B. The above named Principal and Surety hereby jointly and severally agree with the OWNER that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after performance of the labor or after complete delivery of Project 01-1588.04 April 2008 Reclaimed Water Distribution System 00620-1 Village of Key Biscayne materials and supplies by such claimant, may sue on this Bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The OWNER shall not be liable for the payment of any costs or expenses of any such suit. C. No suit or action shall be commenced hereunder by any claimant: 1. Unless claimant, other than one having a direct Contract with the Principal, shall within forty-five (45) days after beginning to furnish labor, materials or supplies for the prosecution of the work, furnish the Principal with a notice that he intends to look to this bond for protection. 2. Unless claimant, other than one having a direct Contract with the Principal, shall within ninety (90) days after such claimant's performance of the labor or complete delivery of materials and supplies, deliver to the Principal written notice of the performance of such labor or delivery of such material and supplies and the nonpayment therefor. 3. After the expiration of one (1) year from the performance of the labor or completion of delivery of the materials and supplies; it being understood, however, that if any limitation embodied in this Bond is prohibited by any law controlling the construction hereof such limitations shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. 4. Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in whi h the project, or any part thereof, is situated, or in the United States District Court for the district in which the project, or any part thereof, is situated, and not elsewhere. D. The Principal and the Surety jointly and severally, shall repay the OWNER any sum that the OWNER may be compelled to pay because of any lien for labor or materials furnished for any work included in or provided by said Contract. E. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of or addition to the terms of the Contract or to the work to be performed thereunder or the Specifications applicable thereto shall in any wise affect its obligations on this Bond, and the Surety hereby waives notice of any such change, extension of time, alterations of or addition to the terms of the Contract, or to the work or to the Specifications. F. The Surety represents and warrants to the OWNER that they have a Best's Key Rating Guide General Policyholder's rating of " " and Financial Category of "Class Il Project 01-1588.04 00620-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System IN WITNESS WHEREOF, the above bounded parties executed this instrument under their several seals, this day of 20_, A.D., the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. WITNESS: (If Sole Ownership or Partnership, two (2) Witnesses required). (If Corporation, Secretary only will attest and affix seal). PRINCIPAL: (Affix Signature of Authorized Seal) Officer WITNESSES: Title Business Address City State SURETY: WITNESS: Corporate Surety (Affix Attorney -in -Fact Seal) Business Address City State Name of Local Insurance Agency Project 01-1588.04 00620-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System CERTIFICATES AS TO CORPORATE PRINCIPAL I, , certify that I am the Secretary of the Corporation named as Principal in the within bond; that who signed the said bond on behalf of the Principal, was then of said Corporation; that I know his signature, and his signature hereto is genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. Corporate Secretary Seal STATE OF FLORIDA ) ss COUNTY OF ) Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared to me well known, who being by me first duly sworn upon oath, says that tic is the Attorney -in -Fact, for the and that he has been authorized by to execute the foregoing bond on behalf of the CONTRACTOR named therein in favor of the Subscribed and sworn to before me this day of , 20_, A.D. (Attach Power of Attorney) Notary Public State of Florida -at -Large My Commission Expires: END OF SECTION Project 01-1588.04 00620-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System CERTIFICATE OF LIABILITY INSURANCE 05/19/2008 _Maga PRODUCER (305)822-7800 FAX Coll i nsworth , Al ter, Fowl er, Dowl i ng & French P . 0. Box 9315 Miami Lakes, FL 33014-9315 Alicia Yaques THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND ALTER THE COVERAGE AFFORDED BY THE POLICIES FICATE OR BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Conquest Eng .Grp Co. &/or Conquest Eng , Inc. 8491 N.W. 17th Street Suite # L-111 Miami, FL 33126 INSURER A: Travelers Casualty & Surety Co INSURER B: Travelers Property & Casualty INSURER C: Great American Insurance Co. (E&S) INSURER D: Bri dgef i el d Employers Ins Co INSURER E: Federal Insurance Company COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR A ADD'L INSRQ TYPE OF INSURANCE GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY CLAIMS MADE X OCCUR X GEN'L AGGREGATE LIMIT APPLIES PER: —1 POLICYFO PE8r n LOC POLICY NUMBER DTCOS598C299IND-07 POLICY E DATE ( 09/18/2007 POLICY EXPIRATION DATE (MM/DD/Th 09/18/2008 UMITS EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PRFMISES (Ea ntriiranr•.a) MED EXP (Any one person) $ 300,000 5.000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,0001 PRODUCTS - COMP/OP AGG $ 2,000,000 B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS X X X DT-810-5598C299-TIL-07 09/18/2007 09/18/2008 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE UABILITY ANY AUTO AUTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY: EA ACC AGG C EXCESS/UMBRELLA UABIUTY X X OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ 10,000 UM5599911-05 09/18/2007 09/18/2008 D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 83028498 01/13/2008 01/13/2009 EACH OCCURRENCE $ 4,000,000 AGGREGATE $ 4,000,000 Prod & Compl $ $ WC STATU- X OTH- _ TORY LIMITS FR E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 $ 4,000,000 E.L. DISEASE - POLICY LIMIT $ E OTHER Inland Marine 06637071 06/04/2007 06/04/2008 500,000 Leased/Rented Eqpt 5250,000 Per Item $200,000 Deductible $2,500 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Project Name: Village of Key Biscayne Reclaimed Water Distribution System - Project No. 01-1588.04 Located: Village of Key Biscayne Zone 2/3. Certificate Holder is also named as additional insured with respects to General Liability policy referenced above. CERTIFICATE HOLDER CANCELLATION Village of Key Biscayne 88 West McIntyre Street Key Biscayne, FL 33149 ACORD 25 (2001/08) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL,SUCH NOTICE, IALL IMPOSE NO OBUGAT1ON OR LIABILITY OF ANY KIND UPON TNEINSU AUTHORIZED REPRESENTATIV Melissa Cruz/MVC OR REPRESENTATIVES. i.1,110,AloAak OACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) ACORQ CERTIFICATE OF LIABILITY INSURANCE 05/1t%2 8 ,;%RODUCER (305)822-7800 FAX Collinsworth, Al ter, Fowler, Dowi i ng & French P. 0. Box 9315 Miami Lakes, FL 33014-9315 Alicia Yaques THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND ALTER THE COVERAGE AFFORDED BY THE POLICIES OR BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Conquest Eng. Grp Co. &/or Conquest Eng, Inc. 8491 N.W. 17th Street Suite # L-111 Miami, FL 33126 INSURER A: Travelers Casualty & Surety Co INSURER B: Travelers Property & Casualty INSURERC: Great American Insurance Co. (E&S) INSURER D: Bridgefield Employers Ins Co INSURER E: Federal Insurance Company (AJV tlliA(at5 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRTR ADM. TYPE OF INSURANCE POLICY NUMBER POUCY * /DDD/CT 1 DATE DATEY MMEXE DD/D/YYI LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY DTC05 598C299IND-07 09/18/2007 09/18/2008 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PRFUISFS (Fa rurruanrA) $ 300,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY Fri I jECT n LOC PRODUCTS - COMP/OP AGG $ 2,000,000 —1 B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS DT-810-5598C299-TIL-07 09/18/2007 09/18/2008 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ C EXCESS/UMBRELLA LIABILITY UM5599911-05 09/18/2007 09/18/2008 EACH OCCURRENCE $ 4,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 4,000,000 DEDUCTIBLE RETENTION $ 10 , 000 Prod & Compl $ 4,000,000 $ X $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 83028498 01/13/2008 01/13/2009 T TORY LIMITS X OFR E.L EACH ACCIDENT $ 500, 000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L DISEASE - POLICY LIMIT $ 00,000 E iand Marine 06637071 06/04/2007 06/04/2008 Leased/Rented Eqpt $250,000 Per Item $200,000 Deductible 52,500 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Project Name: Village of Key Biscayne Reclaimed Water Distribution System - Project No. 01-1588.04 Located: Village of Key Biscayne Zone 2/3. Certificate Holder is also named as additional insured with respects to General Liability policy referenced above. CERTIFICATE HOLDER CANCELLATION Corzo Castella Carballo Thompso Salman, P.A. and Joe G. Lopez P.A. c/o Village of Key Biscayne 88 West McIntyre Street Key Biscayne, FL 33149 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO BUT FAILURE TO ' L SUCH NO ' « OF ANY KIND UPON TH ' URE i , AUTHORIZED REPRESENTA Melissa Cruz/MVC ACORD 25 (2001/08) E CERTIFICATE HOLDER NAMED TO THE LEFT, L IMPOSE NO OBLIGATION OR LIABILITY S OR REPRESENTATNES. OACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) AilWaga CERTIFICATE OF LIABILITY INSURANCE 05/19/22008 PRODUCER (305)822-7800 FAX Col 11nsworth, Al ter, Fowl er, Dowl ing & French P. 0. Box 9315 Miami Lakes, FL 33014-9315 Alicia Yaques THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND ALTER THE COVERAGE AFFORDED BY THE POLICIES FICATE OR BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Conquest Eng .Grp Co. &/or Conquest Eng, Inc. 8491 N.W. 17th Street Suite # L-111 Miami, FL 33126 INSURER A: Travelers Casualty & Surety Co INSURER B: Travelers Property & Casualty INSURER C: Great American Insurance Co.(E&S) INSURERD: Bridgefield Employers Ins Co INSURER E: Federal Insurance Company COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR A ADD'L INSRQ TYPE OF INSURANCE GENERAL UABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE X OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY (r j Fla [] LOC JECT I POUCY NUMBER DTC05598C299IND-07 POUCY EFFECTIVE DATE (IYi/DD/YYI 09/18/2007 POUCY EXPIRATION DATE AIM/DDIYY) 09/18/2008 EACH OCCURRENCE OMITS $ 1,000,000 DAMAGE TO RENTED PRFMISFS (Fa nrmranrpj MED EXP (Any one person) $ 300,000 $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 B AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS X X X DT-810-5598C299-TIL-07 09/18/2007 09/18/2008 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: EA ACC AGG C EXCESS/UMBRELLA UABIUTY X OCCUR CLAIMS MADE DEDUCTIBLE X RETENTION $ 10,000 UM5599911-05 09/18/2007 09/18/2008 EACH OCCURRENCE D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below 83028498 01/13/2008 01/13/2009 $ 4,000,000 AGGREGATE $ 4,000,000 Prod & Compl $ 4,000,000 $ $ WC STATU- X TORY LIMITS OTH- ER E.L EACH ACCIDENT $ 500, 000 E.L. DISEASE - EA EMPLOYEE) $ 500,000 E.L DISEASE - POLICY LIMIT 1 $ 500,000 E OTBER Inland Marine 06637071 06/04/2007 06/04/2008 Leased/Rented Eqpt $250,000 Per Item 5200,000 Deductible $2,500 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Project Name: Village of Key Biscayne Reclaimed Water Distribution System - Project No. 01-1588.04 ocated: Village of Key Biscayne Zone 2/3. Certificate Holder is also named as additional insured with respects to General Liability policy referenced above. CERTIFICATE HOLDER Post Buckley Schuh and Jernigan, Inc. c/o Village of Key Biscayne 88 West McIntyre Street Key Biscayne, FL 33149 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTII I IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON 7ME SUR){lIFI_ S OR REPRESENTATIVES. ACORD 25 (2001/08) AUTHORIZED REPRESENTATIVE Melissa Cruz/MVC WiodoOparL ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) SECTION 00650 CERTIFICATE OF INSURANCE THIS IS TO CERTIFY THAT THE Insurance Company Address of has issued policies of insurance, as described below and identified by a policy number, to the insured named below; and to certify that such policies are in full force and effect at this time. It is agreed that none of these policies will be cancelled or changed so as to affect the interest(s) of the Village of Key Biscayne, (hereinafter sometimes called the OWNER) until thirty (30) days after written notice of such cancellation or change has been delivered to the ENGINEER. Insured: Address: Status of Insured Corporation Partnership Individual Location of Operations Insured: Descrir*inn of Work: INSURANCE POLICIES IN FORCE Forms of Coverage Worker's Comp./Employers' Liability Comprehensive Auto Liability Comprehensive General Liability Excess Liability Other (Please specify type) Policy Number Expiration Date POLICY INCLUDES COVERAGE FOR: (YES/NO) 1. Additional Insured: VILLAGE OF KEY BISCAYNE, POST BUCKLEY SCHUH AND JERNIGAN, INC., CORZO CASTELLA CARBALLO THOMPSOM SALMAN, P.A., AND JOSE G. LOPEZ, P.E. 2. Liability under the United States Longshore- men's and Harbor Workers' Compensation Act. 3. All owned, hired, or nonowned automotive Project 01-1588.04 00650-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System The Insurance Company hereby agrees to deliver, within ten (10) days, two (2) copies of the above policies to the OWNER when so requested. NOTE: Entries on this certificate are limited to the Authorized Agent or Insurance Company Representative. Date (SEAL) Insurance Company Issued at Authorized Representative Insurance Agent or Company - Send original and one copy to: Village Manager Village of Key Biscayne 88 West McIntyre Street Key Biscayne, Florida 33149 END OF SECTION Project 01-1588.04 00650-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 00700 GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1.1 Addenda: Written or graphic instruments issued prior to the opening of Bids that clarify, correct, or change the Bidding Requirements or the Contract Documents. 1.2 Agreement: The written contract between OWNER and CONTRACTOR covering the Work to be performed, Contract Price, Contract Time and other requirements; other contract documents are attached to the Agreement and made a part thereof as provided therein. 1.3 Application for Payment: The form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1.4 Asbestos: Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 1.5 did: The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6 Bidding Documents: The Contract Documents as existing at time of Bid. 1.7 Bidding Requirements: The Advertisement for Bids, Instructions to Bidders, the Proposal, and the Bid Bond Form. 1.8 Bonds: Bid, performance and payment bonds and other instruments of security. 1.9 Change Order: A document recommended by the ENGINEER that is signed by CONTRACTOR and OWNER and directs or authorizes an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1 10 Contract Documents: The Advertisement for Bids, Instructions to Bidders, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post -Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs 3.5 and 3.6 on or after the Effective Date of the Agreement. Project 01-1588.04 00700-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.1 1 Contract Price: The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1, in the case of Unit Price Work). 1.12 Contract Times: The numbers of days (computed as provided in paragraph 16.2) or the dates stated in the Agreement (i) to achieve Substantial Completion and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. 1.13 CONTRACTOR: The person, firm, or corporation with whom OWNER has entered into the Agreement. 1.14 Defective: An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). 1.15 Drawings: The Drawings which indicate the character, extent, and scope of the Work to be performed by the CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. 1.16 Effective Date of the Agreement: The date indicated in the Agreement on which it becomes effective, hut if no such date is indicated it means the date on which the Agreement is signed and delivered by ..he last of the two parties to sign and deliver. 1.17 ENGINEER: The person, firm, or corporation named as such in the_Agreement,or_ as otherwise designated by the OWNER. 1.18 ENGINEER's Consultant: A person, firm or corporation having a contract with ENGINEER to furnish services as ENGINEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19 Field Order: A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or Contract Times. 1.20 General Requirements: Sections of Division 1 of the Specifications. 1.21 Hazardous Waste: The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22 Laws and Regulations: Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction. 1.23 Liens: Charges, security interests or encumbrances upon real property or personal property. 1.24 Milestone: A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. Project 01-1588.04 00700-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.25 Notice of Award: The written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. 1.26 Notice to Proceed: A written notice given by OWNER to CONTRACTOR fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR's obligations under the Contract Documents. 1.27 OWNER: The public body or authority, corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided. 1.28 Partial Utilization: Use by OWNER of a substantially completed portion of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29 PCBs: Polychlorinated biphenals. 1.30 Petroleum: Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Wastes and crude oils. 1.31 Project: The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 1.32 rroject Manual: The title of the bound documentary information prepared for a construction project and includes bidding requirements, conditions of contract and product specifications. 1.33 Radio Active Material: Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.34 Resident Project Representative: The authorized representative of ENGINEER or OWNER who may be assigned to the site or any part thereof. 1.35 Samples: Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 1.36 Shop Drawings: All drawings, diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR to illustrate some portion of the Work, including illustrations, brochures, standard schedules, performance charts, instructions, diagrams, and other such information furnished by manufacturers and suppliers, and submitted by CONTRACTOR to illustrate material or equipment for some portion of the Work. Shop drawings are not Drawings as so defined and are not Contract Documents. 1.37 Specifications: Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards, and workmanship as applied to the Work and certain administrative details applicable thereto. Project 01-1588.04 00700-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.38 Subcontractor: An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1.39 Substantial Completion: The degree of completion at which, in the opinion of ENGINEER as evidenced by ENGINEER's definitive certificate of Substantial Completion, the Work (or a specified part thereof) is sufficiently complete, that it can be utilized for the purposes for which it is intended; or if there be no such certificate issued, when Work is complete and ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 1.40 Supplementary Conditions: The part of the Contract Documents which amends or supplements these General Conditions. 1.41 Supplier: A manufacturer, fabricator, supplier, distributor, material man, or vendor having a direct contract with CONTRACTOR or any Subcontractors to furnish materials or equipment to be incorporated in the WORK by CONTRACTOR or Subcontractor. 1.42 Underground Facilities: All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, catch basins, tunnels or other such_ facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. 1.43 Unit Price Work: Work to be paid for on the basis of unit prices. 1.44 Work: The entire completed construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing services, _ furnishing labor, furnishing and incorporating materials and equipment into the construction, and furnishing services and documents all as required by the Contract Documents. 1.45 Work Change Directive: A written directive to CONTRACTOR, recommended by ENGINEER and signed by OWNER, issued on or after the Effective Date of the Agreement ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragraph 6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2 1.46 Written Amendment: A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Documents. Project 01-1588.04 00700-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System ARTICLE 2 - PRELIMINARY MATTERS Delivery of Bonds and Insurance Certificates 2.1 When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. The executed Agreements shall also be accompanied by certificates showing the existence of insurance (and other evidence of insurance required by OWNER and/or the Contract Documents) which CONTRACTOR is required to purchase and maintain in accordance with paragraphs 5.3 and 5.4. Copies of Documents: 2.2 OWNER will furnish to CONTRACTOR up to five copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. Commencement of Contract Times - Notice to Proceed 2.3 The Contract Times will commence to run on the date indicated in the Notice to Proceed. Unless otherwise specified in the Supplementary Conditions, a Notice to Proceed will be issued to the CONTRACTOR within thirty days after the Effective Date of the Agreement and the starting date indicated therein will not be later than the sixtieth day after the Effective Date of the Agreement. Startir.:� *"e Work 2.4 CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to run, but no work shall be done at the site prior to that date. Before Starting Construction 2.5 Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall be liable for failure to report to OWNER or ENGINEER any conflict, ambiguity or discrepancy in the Contract Documents, or other such conditions of the Work which CONTRACTOR knew or reasonably should have known. Preconstruction Submittals 2.6 Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6.1 a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents. Project 01-1588.04 00700-5 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 2.6.2 a preliminary schedule of Shop Drawing and Sample submittals, listing each required submittal and times for submitting, reviewing, and processing such submittal; 2.6.3 a preliminary schedule of values for all of the Work that shall include quantities and prices of items aggregating the Contract Price and shall subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices shall include an appropriate amount of overhead and profit applicable to each item of Work. Preconstruction Conference 2.7 Before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to discuss the schedules referred to in paragraph 2.6, to discuss procedures for handling Shop Drawings and other submittals, for processing Applications for Payment, for maintaining required records and to establish a working understanding among the parties as to the Work. Acceptable Schedules 2.8 Unless otherwise provided in the Contract Documents, at least ten days before submission of the first Application for Payment a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to review for ENGINEER's acceptability of and to finalize the schedules submitted in accordance with paragraph 2.6. The CONTRACTOR shall make required corrections and adjustments and resubmit the schedules. No Application for Payment will be accepted and no progress payment made to CONTRACTOR until the schedules are submitted and acceptable to ENGINEER as provided below. The progress schedule shall be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling_or progress of the Work nit in_ rfere with or.relieve-GONTRACTORfrom full responsibility therefor. The progress schedule shall show a completion date corresponding to the times or dates stated in the Agreement and described in paragraph 1.12. The schedule of Shop Drawing and Sample submissions shall be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals. The schedule of values shall be acceptable to ENGINEER as to form and substance. ARTICLE 3 - CONTRACT DOCUMENTS; INTENT, AMENDING, REUSE Contract Documents 3.1 The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the Work. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. Intent 3.2 It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for. Project 01-1588.04 00700-6 Village of Key Biscayne April 2008 Reclaimed Water Distribution System When words or phrases which have a well-known technical, construction industry, or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3 Standards, Standard Specifications and Conflicts Therewith 3.3.1 Reference to standard specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code or Laws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 3.3.2 If, during the performance of the Work, CONTRACTOR discovers any conflict, ambiguity or discrepancy in the Contract Documents, or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work, or of any such standard, specification, manual or code or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall so report to ENGINEER in writing at once and shall not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6, provided, however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3 Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall take precedence in resolving any conflict, ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3.3.1 The provisions of any standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); 3.3.3.2 Or the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.3.4 Except as otherwise specifically stated in the Contract Documents, or as may be provided by amendment or supplement thereto, the Agreement shall take precedence over all Contract Documents. In resolving any conflict, inconsistency, ambiguity, or discrepancy among the provisions of the various component documents of the Contract Documents, the various documents shall be given precedence as follows: Agreement Modifications, Agreement, Addenda, Technical Specifications, Supplementary Conditions, General Conditions, and then Drawings. In the event of inconsistencies in the same order of precedence, the item or Work of better quality and/or meeting the more stringent requirements will be required. Full size details shall take precedence over scale drawings and large-scale drawings shall take precedence over small-scale drawings. Dimensions given in figures shall take precedence over scaled dimensions. Actual job dimensions shall take precedence over scale and figure dimensions on the Drawings. Project 01-1588.04 00700-7 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3.3.5 No provision of any referenced standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER, or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, ENGINEER, or any of ENGINEER's consultants, agents or employees, any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Definitions of Terms 3.4 Whenever in the Contract Documents the term "as ordered", "as directed", "as required", "as allowed", "as approved", or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgement of ENGINEER as to the Work, it is intended that such requirement, direction, review, or judgement will be solely to evaluate, in general, the completed Work for compliance with requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending Contract Documents 3.5 The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 3.5.1 a formal Written Amendment, 3.5.2 a Change Order (pursuant to paragraph 10.4), or 3.5.3 a Work Change Directive (pursuant to paragraph 10.1). Supplementing Contract Documents 3.6 The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1 a Field Order (pursuant to paragraph 9.5), 3.6.2 ENGINEER's approval of a Shop Drawing or sample (pursuant to paragraphs 6.26 and 6.27), or 3.6.3 ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Project 01-1588.04 00700-8 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Reuse of Documents 3.7 CONTRACTOR, or any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER shall neither have nor acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER's Consultant, and they shall not reuse any of them on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER. ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Availability of Lands 4.1 OWNER will furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights -of -way, and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR. Upon reasonable written request, OWNER will furnish CONTRACTOR with a correct statement of record legal title and legal description of the lands upon which the Work is to be performed and OWNER'S interest therein as necessary for giving notice of or filing a mechanic's lien against such lands in accordance with applicable Laws and Regulations. OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained .nd paid for by OWNER, unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights -of -way or easements, CONTRACTOR may make a claim therefor as provided in Articles 1 1 and 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.2 Subsurface and Physical Conditions 4.2.1 Reports and Drawings: Reference is made to the Supplementary Conditions for identification of: 4.2.1.1 Reports of Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparation of the Contract Documents. 4.2.1.2 Drawings of Physical Conditions: Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparation of the Contract Documents. 4.2.2 Limited Reliance on Reports and Drawings: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Project 01-1588.04 00700-9 Village of Key Biscayne April 2008 Reclaimed Water Distribution System CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 4.2.2.1 the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2 other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2.2.3 any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or information. 4.2.3 Notice of Differing Conditions: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed is of such a nature as to establish that: 4.2.3.1 any technical data on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 4.2.2 is materially inaccurate, or 4.2.3.2 it requires a change in the Contract Documents, or 4.2.3.3 it differs materially from that shown or indicated in the Contract Documents, or 4.2.3.4 it differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6.23), notify OWNER and ENGINEER in writing about the inaccuracy or difference. CONTRACTOR shall not further disturb such conditions or perform any work in connection therewith (except as aforesaid) until receipt of a written order to do so. 4.2.4 ENGINEER's Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER's obtaining additional explorations or tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 4.2.5 Possible Contract Documents Change: If ENGINEER concludes that a change in the Contract Documents is required because of a condition that meets one or more of the categories in paragraph 4.2.3, a Work Directive Change or a Change Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6 Possible Price and Times Adjustments: An equitable adjustment in the Contract Price or in the Contract Time, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of, or time required for performance of the Work, subject, however, to the following: Project 01-1588.04 00700-10 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 4.2.6.1 such condition must meet any one or more of the categories described in paragraph 4.2.3; 4.2.6.2 a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4.2.6.3 with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.10 and 11.9; and 4.2.6.4 CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if; 4.2.6.4.1 4.2.6.4.2 CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 4.2.6.4.3 CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in Contract Price or Contract Times, a claim may be made therefor as provided in Articles 11 and 12. However, OWNER, ENGINEER, and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses, or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3 Physical Conditions -- Underground Facilities 4.3.1 Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1 OWNER and ENGINEER will not be responsible for the accuracy or completeness of any such information or data; and, Project 01-1588.04 April 2008 Reclaimed Water Distribution System 4.3.1.2 The cost of all of the following shall be included in the Contract Price and the CONTRACTOR shall have full responsibility for (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents, (iii) coordination of the Work with the owners of such 00700-1 1 Village of Key Biscayne Underground Facilities during construction, and (iv) the safety and protection of all such underground facilities as provided in paragraph 6.20 and repairing any damage thereto resulting from the Work. 4.3.2 Not Shown or Indicated: If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6.23), identify the owner of such Underground Facility and give written notice thereof to that owner and to OWNER and ENGINEER. ENGINEER will promptly review the Underground Facility to determine the extent, if any, to which the Contract Documents should be modified to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document such consequences. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in paragraph 6.20. Reference Points 4.4 OWNER will provide engineering surveys to establish reference points for construction that in ENGINEER's judgement are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work (unless otherwise specified in the Contract Documents), shall protect and preserve the established reference points and shall make no changes or relocations without prior written approval of OWNER. CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grade or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material: 4.5.1 OWNER will be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER will not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractor, Suppliers or anyone else for whom CONTRACTOR is responsible. 4.5.2 CONTRACTOR shall immediately: (i) stop all Work in connection with such hazardous condition and in any area affected thereby (except in an emergency as required by paragraph 6.23), and (ii) notify OWNER and ENGINEER (and thereafter confirm such notice in writing). OWNER shall promptly consult with ENGINEER concerning the necessity for OWNER to retain a qualified expert to evaluate such hazardous condition or take corrective action, if any. CONTRACTOR will not be required to resume Work in connection with such hazardous condition or in any such affected area until after OWNER has obtained any required permits related thereto and delivered to CONTRACTOR special written notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work, or (ii) specifying any special conditions under which such Work may be resumed safely. If OWNER and CONTRACTOR cannot agree as to entitlement to or the Project 01-1588.04 00700-12 Village of Key Biscayne April 2008 Reclaimed Water Distribution System amount or extent of an adjustment, if any, in Contract Price or Contract Times as a result of such Work stoppage or such special conditions under which Work is agreed by CONTRACTOR to be resumed, either party may make a claim therefor as provided in Articles 11 and 12. 4.5.3 If after receipt of such special written notice CONTRACTOR does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then OWNER may order such portion of the Work that is in connection with such hazardous condition or in such affected area to be deleted from the Work. If OWNER and CONTRACTOR cannot agree as to entitlement to or the amount or extent of an adjustment, if any, in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a claim therefor as provided in Articles 11 and 12. OWNER may have such deleted portion of the Work performed by OWNER's own forces or others in accordance with Article 7. 4.5.4 To the fullest extent permitted by Laws and Regulations, OWNER will indemnify and hold harmless CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents, other consultants and subcontractors of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from such hazardous condition, provided that: (i) any such claim, cost, loss or damage is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) nothing in this subparagraph 4.5.4 shall obligate OWNER to indemnify any person or entity from and against the consequences of that person's or entity's own negligence. -r.5.5 The provisions of paragraphs 4.2 and 4.3 are not intended to apply to Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site. ARTICLE 5 - BONDS AND INSURANCE Performance, Payment and Other Bonds 5.1 CONTRACTOR shall furnish performance and payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as otherwise provided by Law or Regulation or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the forms prescribed by the Contract Documents except as provided otherwise by Laws and Regulations, and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit staff, Bureau of Government Financial Operations, U.S. Department of Treasury. All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. Such agent shall be resident in the County where the Project is located or in such other Counties that are acceptable to OWNER. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 00700-13 Village of Key Biscayne Bond and Surety Substitution 5.2 If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and Surety, both of which must be acceptable to OWNER 5.3 Licensed Sureties and Insurers; Certificates of Insurance: 5.3.1 All Bonds and insurance required by the Contract Documents to be purchased and maintained by CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required. 5.3.2 All surety companies furnishing bid, performance, payment, or other type of bonds shall meet the following requirements: 5.3.2.1 The Surety shall be rated as "A" or better as to General Policyholders Rating and Class X or better as to Financial Category by Best's Key Rating Guide, published by Alfred M. Best Company, Inc., of 75 Fulton Street, New York, New York, 10038. 5.3.2.2 The bonding limit of the Surety shall not exceed ten percent (10%) of the policyholder surplus (capital and surplus) as listed by the aforementioned Best's Key Rating Guide, on any one risk (penalty or amount of any one bond). 5.3.2.3 The Surety shall be subject to approval by the OWNER and may be rejected without cause, in the same manner that bids may be rejected. 5.3.2.4 Policy Holders Surplus shall be ten (10) times the amount of any one bond. 5.3.2.5 Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.3 CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. CONTRACTOR's Liability Insurance 5.4 CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be performed or furnished by CONTRACTOR, any Subcontractor or Supplier, by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable: 5.4.1 Claims under workers' compensation, disability benefits, and other similar employee benefit acts; Project 01-1588.04 00700-14 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 5.4.2 Claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; 5.4.3 Claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; 5.4.4 Claims for damages insured by customary personal injury liability coverage which are sustained (i) by any person as a result of an offense directly or indirectly related to the employment of such person by CONTRACTOR, or (ii) by any other person for any other reason; 5.4.5 Claims for damages other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; 5.4.6 Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance, or use of any motor vehicle. The policies of insurance required by this paragraph 5.4 shall: 5.4.7 with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive, include as additional insureds (subject to any customary exclusion in respect of professional liability) OWNER, ENGINEER, ENGINEER's Consultants and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.8 include the specific coverages and be written for not less than the limits of liability and coverages provided in the Supplementary Conditions, or required by Laws and Regulations, whichever is greater; 5.4.9 include completed operations insurance; 5.4.10 include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6.12, 6.16 and 6.31 through 6.33; 5.4.1 1 contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and ENGINEER by certified mail; 5.4.12 remain in effect until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing defective Work in accordance with paragraph 13.12; 5.4.13 maintain such completed operations insurance in effect for at least two years after final payment and furnish OWNER with evidence satisfactory to OWNER of continuation of such insurance at final payment and one year thereafter. Property Insurance Project 01-1588.04 00700-15 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 5.5 Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall purchase and maintain property insurance upon the Work at the site in the amount of the full replacement cost thereof. This insurance shall: 5.5.1 include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and any other persons or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured; 5.5.2 be written on a Builder's Risk "all-risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework and Work in transit and shall insure against at least the following perils: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage, and such other perils as may be specifically required by the Supplementary Conditions; 5.5.3 include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 5.5.4 cover materials and equipment stored at the site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by ENGINEER; and 5.5.5 be maintained in effect until final payment is made unless otherwise agreed to in writing by OWNER, CONTRACTOR, and ENGINEER with thirty days written notice to each other additional insured to whom a certificate of insurance has been issued. Boiler and Machinery Insurance 5.6 Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and any other persons or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. Notice of Change 5.7 All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with paragraphs 5.5 and 5.6 will contain a provision or endorsement that the coverage afforded will not be cancelled or materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with paragraph 5.8. Project 01-1588.04 00700-16 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 5.8 Waiver of Rights 5.8.1 OWNER and CONTRACTOR intend that all policies purchased in accordance with paragraphs 5.5 and 5.6 will protect OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds in such policies and will provide primary coverage for all losses and damages caused by the perils covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. OWNER and CONTRACTOR waive all rights against each other and their respective officers, directors, employees and agents for all losses and damages caused by, arising out of or resulting from any of the perils covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors, ENGINEER, ENGINEER's Consultants and all other persons or entities identified in the Supplementary Conditions to be listed as insureds or additional insureds under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance payable under any policy so issued. 5.8.2 In addition, OWNER waives all rights against CONTRACTOR, Subcontractor, ENGINEER, ENGINEER's Consultants, and the officers, directors, employees and agents of any of them, for: 5.8.2.1 loss due to business interruption, loss of use or other consequential loss extending beyond direct physical loss or damage to OWNER's property or the Work caused by, arising out of or resulting from fire or other peril; and 5.8.2.2 loss or damage to the completed Project or part thereof caused by, arising out of or resulting from fire or other insured peril covered by any property insurance maintained on the completed Project or part thereof during partial utilization pursuant to paragraph 14.10, after substantial completion pursuant to paragraph 14.8 or after final payment pursuant to paragraph 14.13. Any insurance policy covering any loss, damage or consequential loss referred to in this paragraph 5.8.2 shall contain provisions to the effect that in the event of payment of any such loss, damage or consequential loss the insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. Acceptance of Bonds and Insurance 5.9 If OWNER has any objection to the coverage afforded by or other provisions of the Bonds or insurance required to be purchased and maintained by CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, OWNER will so notify CONTRACTOR in writing within ten days after receipt of the certificates (or other evidence requested) required by paragraph 2.1. CONTRACTOR shall provide to the OWNER such additional information in respect of insurance provided as the OWNER may reasonably request. If CONTRACTOR fails to correct the deficiency and does not purchase and maintain all of the Bonds and insurance required of the CONTRACTOR by the Contract Documents, then the OWNER, without prejudice to any other right or remedy, may elect to obtain equivalent Bonds and insurance to protect OWNER's interests at the expense of the CONTRACTOR. Project 01-1588.04 00700-17 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Partial Utilization - Property Insurance 5.10 If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.10, provided that no such use or occupancy shall commence before the insurers have acknowledged notice thereof and in writing effected the changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or lapse because of any such partial use or occupancy. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES Supervision 6.1. CONTRACTOR shall supervise, inspect, and direct the WORK competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, methods, technique, sequence, or procedure of construction that is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents. Sur- 'endent 6.2 CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent shall be CONTRACTOR's representative at the site and shall have authority to act on behalf of CONTRACTOR. All communications given to the superintendent shall be as binding as if given to CONTRACTOR. Labor and Work Hours 6.3 CONTRACTOR shall provide competent, suitably qualified personnel to survey and lay out and construct the Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours (7:00 a.m. to 4:30 p.m.), and CONTRACTOR shall not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written notice to ENGINEER. Responsibility for Materials and Equipment 6.4 Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary Project 01-1588.04 April 2008 Reclaimed Water Distribution System 00700-18 Village of Key Biscayne facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. Quality of Materials and Equipment 6.5 All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable Supplier except as otherwise provided in the Contract Documents. Progress Schedule 6.6 CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.8 as it may be adjusted from time to time as provided below: 6.6.1 CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.8) proposed adjustments in the progress schedule that will not change the Contract Times (or Milestones). Such adjustments shall conform generally to the progress schedule then in effect and additionally will comply with any provision of the General Requirements applicable thereto. 6 6.2 Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of paragraph 12.1. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7 Substitutes or "Or -Equal" Items 6.7.1 Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier the specification or description is intended to establish the type, function and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent or "or equal" item or no substitution is permitted, other items of material or equipment or materials or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 6.7.1.1 "Or -Equal": If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 6.7.1.2 Substitute Items: If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph 6.7.1.1, it will be considered a proposed substitute item. 00700-19 Village of Key Biscayne CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by ENGINEER will include the following as supplemented in the General Requirements: ENGINEER will not accept Requests for review of proposed substitute items of material or equipment from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified. The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which shall be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. 6.7.1.3 CONTRACTOR's Expense: All data to be provided by CONTRACTOR in support of any proposed "or equal" or substitute item shall be at CONTRACTOR's expense. 6.7.2 Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, sequence, technique, or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph 6.7.1.2. 6.7.3 ENGINEER's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the sole judge of acceptability. No "or equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. OWNER may require CONTRACTOR to furnish at CONTRACTOR's expense a special performance guarantee or other surety with respect to any "or equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitutions proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes in the Contract Documents (or in the provisions of any other direct contract with Project 01-1588.04 00700-20 Village of Key Biscayne April 2008 Reclaimed Water Distribution System OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's consultants for evaluating each such proposed substitute item. 6.8 Employment of Subcontractors, Suppliers and Others 6.8.1 CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization (including those acceptable to OWNER and ENGINEER as indicated in paragraph 6.8.2), whether initially or as a substitute, against whom OWNER or ENGINEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. 6.8.2 If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the principal items of materials and equipment) to be submitted to OWNER in advance of the specified date prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEER and if CONTRACTOR has submitted a list thereof in accordance with the Supplementary Conditions, OWNER's or ENGINEER's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of any such Subcontractor, Supplier or other person or organization so identified may be revoked on the basis of reasonable objection after due investigation, in which case CONTRACTOR shall submit an acceptable substitute, the Contract Price will be adjusted by the difference in the cost occasioned by such substitution and an appropriate Change Order will be issued or Written Amendment signed. No acceptance by OWNER or ENGINEER of any such Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work. 6.9 Responsibility for Subcontractors, Suppliers and Others 6.9.1 CONTRACTOR shall be fully responsible to OWNER for all acts and omissions of the Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR just as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between OWNER or ENGINEER and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any monies due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulations. 6.9.2 CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR. CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR. Project 01-1588.04 00700-21 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Scope of Subcontract Work 6.10 The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. Subcontractor Agreements 6.1 1 All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier that specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. Patent Fees and Royalties 6.12 CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device that is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER and ENGINEER, ENGINEER's Consultants and officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, damages, losses, and expenses arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents, and shall defend all such claims in connection with any alleged infringement of such rights. Permits 6.13 Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses, including revising Drawings and/or Specifications as required by the permitting agencies. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or if there are no Bids on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6.14 Laws and Regulations 6.14.1 CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. 6.14.2 If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to such Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages Project 01-1588.04 00700-22 Village of Key Biscayne April 2008 Reclaimed Water Distribution System arising out of or resulting therefrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with such Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.3.2. Taxes 6.15 CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project that are applicable during the performance of the Work. Use of Premises 6.16 CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly attempt to settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultant and anyone directly or indirectly ,- Tloyed by any of them from and against all claims, costs, damages and losses arising out of or esulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER or other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. Control of Waste Materials 6.17 During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish, and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all remaining waste materials, rubbish, and debris from and about the premises as well as all tools, appliances, construction equipment and machinery, and surplus materials, and shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. Loading or Stressing Completed Work 6.18 CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents 6.19 CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9.4) in good order Project 01-1588.04 00700-23 Village of Key Biscayne April 2008 Reclaimed Water Distribution System and annotated to show all changes made during construction. These record documents together with all approved Samples and a counterpart of all Shop Drawings reviewed and found satisfactory for construction shall be available to ENGINEER for reference. Upon completion of the Work, these record documents, Samples and Shop Drawings shall be delivered to ENGINEER for OWNER. Final payment and acceptance of the project will be withheld until delivery of the documents is made to the ENGINEER. Safety and Protection 6.20 CONTRACTOR shall be solely responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury, or loss to: 6.20.1 all persons on the Work site who may be affected by the Work; 6.20.2 all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and 6.20.3 other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having iurisdiction for the safety of persons or property or to protect them from damage, injury, or loss, and .hall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. All damage, injury or loss to any property referred to in paragraph 6.20.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEER's Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTOR's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). Safety Representative 6.21 CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Project 01-1588.04 00700-24 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Hazard Communication Programs 6.22 CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with Laws or Regulations. Emergencies 6.23 In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instruction or authorization from ENGINEER or OWNER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If ENGINEER determines that a change in the Contract Documents is required because of the action taken by the CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action. 6.24 Shop Drawings and Samples 6.24.1 CONTRACTOR shall submit Shop Drawings to ENGINEER for review in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.8). Shop Drawings shall bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's responsibilities under the Contract Documents with respect to the review of the submittal. Shop Drawings submitted without this stamp or specific written indication will be returned without action. All submittals shall be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.26. 6.24.2 CONTRACTOR shall also submit Samples to ENGINEER for review in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample shall be identified clearly as to material, Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited purposes required by paragraph 6.26. The number of each Sample to be submitted shall be as specified in the Specifications. 6.25 Submittal Procedures 6.25.1 Before submitting each Shop Drawing or Sample CONTRACTOR shall have determined and verified: 6.25.1.1 6.25.1.2 all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers, and similar data with respect thereto, all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and Project 01-1588.04 00700-25 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 6.25.1.3 all information relative to CONTRACTOR's responsibilities in respect of means, methods, techniques, sequences, and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.25.2 Each submittal shall bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 6.25.3 At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in written communication separate from the submittal, and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review of each such variation. Submittal Review 6.26 ENGINEER will review Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2.8. ENGINEER's review will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER's review will not extend to means, methods, techniques sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review of a separate item as such will not indicate review of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. Shop Drawings and submittal data will be reviewed up to two times; thereafter all further review time will be charged to the CONTRACTOR. CONTRACTOR's Responsibility 6.27 ENGINEER's review of Shop Drawings or samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINEER has acted on each such variation by a specific written notation incorporated in or accompanying the Shop Drawing or Sample; nor will any action by ENGINEER relieve CONTRACTOR from responsibility for errors or omissions in the Shop Drawings or from responsibility for complying with the provisions of paragraph 6.25.1. Project 01-1588.04 00700-26 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Work Performed Prior to Review 6.28 Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawings and Sample submittals accepted by ENGINEER, as required by paragraph 2.8, any related Work performed prior to ENGINEER's review of the pertinent submittal will be at the sole expense and the sole responsibility of CONTRACTOR. Continuing the Work 6.29 CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as CONTRACTOR and OWNER may otherwise agree in writing. 6.30 CONTRACTOR's General Warranty and Guarantee 6.30.1 CONTRACTOR warrants and guarantees to OWNER, ENGINEER, and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1 abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2 normal wear and tear under normal usage. 6.30.2 CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.30.2.1 observations by ENGINEER; 6.30.2.2 recommendation of any progress or final payment by ENGINEER; 6.30.2.3 the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4 use or occupancy of the Work or any part thereof by OWNER; 6.30.2.5 any acceptance by OWNER or any failure to do so; 6.30.2.6 any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7 any inspection, test or approval by others; or 6.30.2.8 any correction of defective Work by OWNER. Project 01-1588.04 00700-27 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Indemnification 6.31 To the fullest extent permitted by Laws and Regulations CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants, and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, damages, losses and expenses, (including but not limited to all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of, or resulting from the performance of the Work, provided that any such claim, cost, damage, loss or expense (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom and (ii) is caused in whole or in part by any negligent act or omission of CONTRACTOR, its Subcontractors or Suppliers, or any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Law and Regulations regardless of the negligence of any such person or entity. The CONTRACTOR and OWNER agree that One Thousand Dollars ($1,000.00) of the Contract Price payable by the OWNER to the CONTRACTOR for performance of the Work is the specific consideration for the indemnification provided herein. Obligation Not Limited by Employee Benefits Acts 6.32 In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representatives of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.31 shall not be limited in any_way_by aay.limitation_onthe_amount ortype of damages,__ompensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. ENGINEER's Errors and Omissions 6.33 The indemnification obligations of CONTRACTOR under paragraph 6.31 shall not extend to the liability of ENGINEER, ENGINEER's Consultants, officers, directors, agents, or employees caused by the professional negligence, errors, or omissions of any of them. Survival of Obligations 6.34 All representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 00700-28 Village of Key Biscayne ARTICLE 7 - OTHER WORK Related Work at Site 7.1 OWNER may perform other work related to the Project at the site with OWNER's own forces, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, written notice thereof will be given to CONTRACTOR prior to starting any such other work. CONTRACTOR's Obligations 7.2 CONTRACTOR shall afford any other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the additional work with OWNER's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and shall properly connect and coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other -"ntractors. Inspection of Related Work by Others 7.3 If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's work. CONTRACTOR's failure to make such report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other work. Coordination 7.4 If OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth in Supplementary Conditions: 7.4.1 The person, firm, or organization that will have authority and responsibility for coordination of the activities among the various prime contractors will be identified, 7.4.2 The specific matters to be covered by such authority and responsibility will be itemized, 7.4.3 The extent of such authority and responsibilities will be provided. If the above is not provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination. Project 01-1588.04 00700-29 Village of Key Biscayne April 2008 Reclaimed Water Distribution System ARTICLE 8 - OWNER'S RESPONSIBILITIES Communication with CONTRACTOR 8.1 Except as otherwise provided in the Contract Documents, OWNER will issue all communications to CONTRACTOR through ENGINEER. Replacement of ENGINEER 8.2 In case of termination of the employment of ENGINEER, OWNER will appoint a person, firm, or corporation whose status under the Contract Documents shall be that of the former ENGINEER. Prompt Payments 8.3 OWNER will furnish the data required of OWNER under the Contract Documents promptly and will make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14.13. Lands and Data 8.4 OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph 4.2 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations and tests of ubsurface conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site which have been utilized by ENGINEER in preparing the Contract Documents. Change Orders 8.5 OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. Inspections and Tests 8.6 OWNER's responsibility in respect of certain inspections, tests, and approvals is set forth in paragraph 13.4. Suspension or Termination of Work 8.7 In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances. Project 01-1588.04 00700-30 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Responsibilities Not OWNER's 8.8 The OWNER will not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. Hazardous Materials 8.9 OWNER's responsibility in respect of undisclosed Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Materials uncovered or revealed at the site is set forth in paragraph 4.5. ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION Owner's Representative 9.1 ENGINEER (or ENGINEER's assistant or project representative at the site) will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER. Visits to q'te 9.2 ENGINEER will make visits to the site at intervals appropriate to the various stages of construction to observe as an experienced and qualified design professional the progress and quality of the various aspects of the executed Work. Based on information obtained during such visits and observations, ENGINEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in substantial accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous on -site inspections to check the quality or quantity of the Work. Based on such visits and on -site observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defects and deficiencies in the Work. ENGINEER's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. Project 01-1588.04 00700-31 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Project Representation 9.3 If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Work. The responsibilities and authority, and limitations thereon, of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in the Supplementary Conditions. Clarifications and Interpretations 9.4 ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications will be binding on OWNER and CONTRACTOR. If CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Article 11 or Article 12. Authorized Variations in Work 9.5 ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents that do not involve an adjustment in the Contract Price or the Contract Times and are consistent with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Fieid Order and will be binding on OWNER, and on CONTRACTOR who shall perform the Work involved promptly. If CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Article 11 or 12. Rejecting Defective Work 9.6 ENGINEER will have authority to disapprove or reject Work that ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed, or completed. ENGINEER will notify the CONTRACTOR in writing of any disapproval and/or rejection. Shop Drawings and Samples 9.7 In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. Change Orders 9.8 In connection with ENGINEER's authority as to Change Orders, see Articles 10, 11 and 12. Project 01-1588.04 00700-32 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Certification of Payments 9.9 In connection with ENGINEER's authority as to Applications for Payment, etc., see Article 14. Determination for Unit Prices 9.10 ENGINEER will verify and/or determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). ENGINEER's written decisions thereon will be final and binding upon OWNER and CONTRACTOR, unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from such a decision and, within a further thirty days, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. Decisions on Disputes 9.11 ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times shall be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph, which ENGINEER will ..;nder in writing within a reasonable time. Written notice of each such claim, dispute and other matter shall be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) after the start of such occurrence or event giving rise thereto, and written supporting data shall be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of the claim, dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if any, in accordance with this paragraph. ENGINEER's written decision on such claim, dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days after the date of such decision and, within a further thirty days, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. Project 01-1588.04 00700-33 Village of Key Biscayne April 2008 Reclaimed Water Distribution System ENGINEER's Liability 9.12 When functioning as interpreter under paragraphs 9.10 and 9.11, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 and 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.16) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter. 9.13 Limitations on ENGINEER's Responsibilities 9.13.1 Neither ENGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, or any other person or organization, or to any surety for or employee or agent of any of them. 9.13.2 ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3 ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4 ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5 The limitations upon authority and responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. Project 01-1588.04 00700-34 Village of Key Biscayne April 2008 Reclaimed Water Distribution System ARTICLE 10 - CHANGES IN THE WORK OWNER's Option to Change Scope 10.1 Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions, or revisions will be authorized by a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved that shall be performed under the applicable conditions of the Contract Documents except as otherwise specifically provided. Within five (5) days after receipt of a Work Change Directive authorizing additions, deletions, or revisions to the Work, the CONTRACTOR shall submit therefor a price proposal and a proposal for adjustment of Contract Time, if any. Disagreement as to Adjustments 10.2 If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract Price or Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article 11 or Article 12. Limits of Adjustments 10.3 CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23, or in the case of uncovering Work as provided in paragraph . J.9. Change Orders 10.4 OWNER and CONTRACTOR shall execute appropriate Change Orders (or Written Amendments) covering: 10.4.1 changes in the Work that are ordered by OWNER pursuant to paragraph 10.1, are required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or are agreed to by the parties: 10.4.2 changes in the Contract Price or Contract Times which are agreed to by the parties; and 10.4.3 changes in the Contract Price or Contract Times that embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.1 1; provided that, in lieu of executing any such Change Order (or Written Amendment), an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. Notification of Surety 10.5 If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents including, but not limited to, Contract Price or Contract Times is required by the Project 01-1588.04 00700-35 Village of Key Biscayne April 2008 Reclaimed Water Distribution System provisions of any Bond to be given to a surety, the giving of any such notice shall be CONTRACTOR's responsibility, and the amount of each applicable Bond shall be adjusted accordingly. ARTICLE 11 - CHANGES OF THE CONTRACT PRICE Contract Price 1 1.1 The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. All duties, responsibilities, and obligations assigned to or undertaken by CONTRACTOR shall be at his expense without change in the Contract Price. Price Adjustment Procedure 1 1.2 The Contract Price may only be changed by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or the event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after such occurrence or event (unless ENGINEER allows an additional period of time for claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts (direct, indirect and consequential) to which the claimant is entitled as a result of said occurrence or event. ENGINEER shall determine all claims for adjustment in the Contract Price in accordance with _ •aragraph 9.1 1 if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 1 1.2. - — Value of Price Adjustment 1 1.3 The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price shall be determined in one of the following ways: 1 1.3.1 Where the Work involved is covered by unit prices contained in the Contract Documents, by application of unit price to the quantities of the items involved (subject to the provisions of paragraphs 1 1.9.1 through 11.9.3, inclusive). 1 1.3.2 Where the Work involved is not covered by unit prices contained in the Contract Documents, by mutual acceptance of a lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 1 1.6.2.1). 1 1.3.3 Where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 1 1.3.2, on the basis of the Cost of the Work (determined as provided in paragraphs 1 1.4 and 1 1.5) plus a CONTRACTOR's Fee for overhead and profit (determined as provided in paragraph 1 1.6). Cost of the Work Project 01-1588.04 April 2008 Reclaimed Water Distribution System 00700-36 Village of Key Biscayne 11.4 The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in paragraph 1 1.5; 11.4.1 Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other personnel employed full-time at the site. Payroll costs for employees not employed full time on the Work shall be apportioned based on their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits that shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work after regular working hours, on Saturday, Sunday or legal holidays shall be included in the above to the extent authorized by OWNER. 11.4.2 Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and all returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 1 1.4.3 Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by OWNER, CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER, which bids, if any, will be accepted. If a subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work Plus a Fee, the Subcontractor's Cost of the Work shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragraphs 11.4, 1 1.5, 1 1.6 and 1 1.7. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4 Cost of special consultants, including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants, employed for services specifically related to the Work. 11.4.5 Supplemental costs including the following: 11.4.5.1 11.4.5.2 The proportion of necessary transportation, travel, and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the Project 01-1588.04 00700-37 Village of Key Biscayne April 2008 Reclaimed Water Distribution System performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR. 11.4.5.3 Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements, approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. Rental of CONTRACTOR's equipment at the site shall be for hours used only. Rental of non -owned equipment shall be the minimum rental costs plus costs of transportation, unloading, etc. for the day or period in which the equipment is used, plus the hours used beyond the minimum number included in the minimum rental costs. 1 1.4.5.4 Sales, consumer, use, or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5 11.4.5.6 Deposits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. Losses and damages and related expenses caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the performance and furnishing of the Work, provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER. No such losses, damages, and expenses shall be included in the Cost of the Work for determining CONTRACTOR's Fee. If, however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 1 1.6.2. 11.4.5.7 The cost of utilities, fuel, and sanitary facilities at the site. 1 1.4.5.8 Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage, and similar petty cash items in connection with the Work. 11.4.5.9 Cost of premiums for additional Bonds and insurance required because of changes in the Work. Cost of the Work Exclusions 1 1.5 The term Cost of the Work shall not include any of the following: Project 01-1588.04 00700-38 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1 1.5.1 Payroll costs and other compensation of CONTRACTOR's officers, executives, principals, general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 1 1.4.1 or specifically covered by paragraph 11.4.4, all of which are to be considered administrative costs covered by the CONTRACTOR's Fee. 11.5.2 Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site. 1 1.5.3 Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR's capital employed for the Work and charges against CONTRACTOR for delinquent payments. 1 1.5.4 Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same except for the cost of premiums covered by subparagraph 1 1.4.5.9 above. 11.5.5 Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 1.5.6 Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. CONTRACTOR's Fee 1 1.6 The CONTRACTOR's Fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 1 1.6.1 a mutually acceptable fixed fee; or 1 1.6.2 if a fixed fee is not agreed upon, a fee based on the following percentages of the various portions of the Cost of the Work; 1 1.6.2.1 for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR's Fee shall be fifteen percent; 1 1.6.2.2 for costs incurred under paragraph 11.4.3, the CONTRACTOR's Fee shall be five percent; 11.6.2.3 where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraphs 1 1.4.1, 1 1.4.2, 1 1.4.3 and 1 1.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be Project 01-1588.04 00700-39 Village of Key Biscayne April 2008 Reclaimed Water Distribution System paid a fee of five percent of the amount paid to the next lower tier Subcontractor; 11.6.2.4 no fee shall be payable based on costs itemized under paragraphs 11.4.4, 11.4.5, and 11.5; 11.6.2.5 the amount of credit to be allowed by CONTRACTOR to OWNER for any such change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR's Fee by an amount equal to ten percent of the net decrease; and 11.6.2.6 Cost of the Work Records when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's Fee shall be computed based on the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.4 inclusive. 11.7 Whenever the cost of any Work is to be determined pursuant to paragraph 11.4 or 11.5, CONTRACTOR shall establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Cash Allowances 1 1.8 It is understood that CONTRACTOR has included in the Contract Price all allowances so named in -he Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER. CONTRACTOR agrees that: 1 1.8.1 The allowances include the cost to CONTRACTOR less any applicable trade discounts of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 1 1.8.2 CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances. No demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. Project 01-1588.04 00700-40 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 11.9 Unit Price Work 1 1.9.1 Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with Paragraph 9.10 11.9.2 Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. 11.9.3 If the actual quantity of any item of Unit Price Work performed by CONTRACTOR varies from the estimated quantity of such item by twenty-five percent (25%) or less, payment for the Unit Price Work will be made at the Contract Unit Price. If the actual quantity varies by more than twenty-five percent (25%), the compensation payable to the CONTRACTOR will be the subject of review by the CONTRACTOR and the ENGINEER and an equitable adjustment will be made in accordance with Article 11 to credit the OWNER with any reduction in cost or to compensate the CONTRACTOR for any increase in cost resulting from variations between estimated and actual quantities. ARTICI 12 - CHANGE OF CONTRACT TIME Notice of Time Change Claim 12.1 The Contract Times may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows an additional period of time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times shall be determined by ENGINEER in accordance with paragraph 9.1 1 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times will be valid if not submitted in accordance with the requirements of this paragraph 12.1. Contract Time 12.2 All time limits stated in the Contract Documents are of the essence of the Agreement. The provisions of this Article 12 shall exclude recovery for damages for delay by either party. Delays beyond Control of CONTRACTOR 12.3 Where CONTRACTOR is prevented from completing any part of the Work within the Contract due to delay beyond the control of the CONTRACTOR, the Contract Times will be extended in an amount Project 01-1588.04 00700-41 Village of Key Biscayne April 2008 Reclaimed Water Distribution System equal to time lost due to such delays if a claim is made therefor as provided in paragraph 12.1. Such delays shall include, but not be limited to, acts or neglect by OWNER or utility owners or other contractors performing other work as contemplated by Article 7, or to fires, floods, labor disputes, epidemics, abnormal weather conditions, or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed delays within the control of the CONTRACTOR. Delays beyond Control of CONTRACTOR and OWNER 12.4 Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times in an amount equal to the time lost due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of CONTRACTOR, or (ii) delays beyond the control of both parties including but not limited to fires, flood, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK Notice of Defects 13.1 Prompt notice of all defective Work of which the OWNER or ENGINEER have actual knowledge will be given to CONTRACTOR. All defective Work may be rejected, corrected, or accepted as provided in this Article 13. Access to Work 13.2 OWNER, ENGINEER, ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at reasonable times for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and Inspections 13.3 CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests, or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. Independent Testing Laboratory 13.4 OWNER will employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.4.1 for inspections, tests, or approvals covered by paragraph 13.5 below; Project 01-1588.04 00700-42 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 14.10 Use by OWNER at OWNER's option of any substantially completed part of the Work, which (i) has specifically been identified in the Contract Documents, or (ii) which OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and useable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1 OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work that OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that said part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER, CONTRACTOR, and ENGINEER shall inspect that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. .4.10.2 OWNER may at any time request CONTRACTOR in writing to permit OWNER to take over operation of any such part of the Work although it is not substantially complete. A copy of such request will be sent to ENGINEER and within a reasonable time thereafter OWNER, CONTRACTOR, and ENGINEER shall inspect that part of the Work to determine its status of completion and will prepare a list of items remaining to be completed or corrected thereon before final payment. If CONTRACTOR does not object in writing to OWNER and ENGINEER that such part of the Work is not ready for separate operation by OWNER, ENGINEER will finalize the list of items to be completed or corrected and will deliver such list to OWNER and CONTRACTOR together with a written recommendation as to the division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, utilities, insurance, warranties and guarantees for that part of the Work which will become binding upon OWNER and CONTRACTOR at the time when OWNER takes over such operation (unless they shall have otherwise agreed in writing and so informed ENGINEER). During such operation and prior to Substantial Completion of such part of the Work, OWNER shall allow CONTRACTOR reasonable access to complete or correct items on said list and to complete other related Work. 14.10.3 No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.6 in respect of property insurance. Project 01-1588.04 00700-49 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Final Inspection 14.1 1 Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such Work or to remedy such deficiencies. Final Application for Payment 14.12 After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, all as required by the Contract Documents, and after ENGINEER has indicated that the Work is acceptable (subject to the provisions of paragraph 14.16), CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by paragraph 5.4.13, (ii) consent of surety, if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and an affidavit of CONTRACTOR that (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) that all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Final Payment and Acceptance 14.13 If, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation, as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time, ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.16. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance, and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR. Delayed Final Completion 14.14 If, through no fault of CONTRACTOR, final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER will, upon receipt of CONTRACTOR's final Application for Project 01-1588.04 00700-50 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment will be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. CONTRACTOR's Continuing Obligation 14.15 CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither recommendation of any progress or final payment by ENGINEER, nor the issuance of a certificate of Substantial Completion, nor any payment by OWNER to CONTRACTOR under the Contract Documents, nor any use or occupancy of the Work or any part thereof by OWNER, nor any act of acceptance by OWNER nor any failure to do so, nor any review and approval of a Shop Drawing or sample submission, nor the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13, nor any correction of defective Work by OWNER will constitute an acceptance of Work not in accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents (except as provided in paragraph 14.16). Waiver of Claims 14.16 -"-t. making and acceptance of final payment will constitute: 14.16.1 a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to paragraph 14.11, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 14.16.2 a waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION OWNER May Suspend Work 15.1 OWNER may, at any time and without cause, suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER that will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER May Terminate For Cause 15.2 Upon the occurrence of any one or more of the following events: Project 01-1588.04 00700-51 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 15.2.1 if CONTRACTOR commences a voluntary case under any chapter of the Bankruptcy Code (Title 11, United States Code), as now or hereafter in effect, or if CONTRACTOR takes any equivalent or similar action by filing a petition or otherwise under any other federal or state law in effect at such time relating to the bankruptcy or insolvency; 15.2.2 if a petition is filed against CONTRACTOR under any chapter of the Bankruptcy Code as now or hereafter in effect at the time of filing, or if a petition is filed seeking any such equivalent or similar relief against CONTRACTOR under any other federal or state law in effect at the time relating to bankruptcy or insolvency; 15.2.3 if CONTRACTOR makes a general assignment for the benefit of creditors; 15.2.4 if a trustee, receiver, custodian, or agent of CONTRACTOR is appointed under applicable law or under contract, whose appointment or authority to take charge of property of CONTRACTOR is for the purpose of enforcing a Lien against such property or for the purpose of general administration of such property for the benefit of CONTRACTOR's creditors; 15.2.5 if CONTRACTOR admits in writing an inability to pay its debts generally as they become due; 15.2.6 if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.8 as revised from time to time); 15.2.7 if CONTRACTOR disregards Laws or Regulations of any public body havinglurisdiction; 15.2.8 if CONTRACTOR disregards the authority of ENGINEER; or 15.2.9 if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if any) seven days' written notice and provided that CONTRACTOR does not remedy such occurrence and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of or resulting from completing the Work (including but not limited to fees and charges of engineers, architects, attorneys and other professionals and court costs) such excess will be paid to CONTRACTOR. If such claims, costs, losses, and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed as to reasonableness by ENGINEER and when approved, Project 01-1588.04 April 2008 Reclaimed Water Distribution System 00700-52 Village of Key Biscayne incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER will not be required to obtain the lowest price for the Work performed. OWNER's Rights After Termination 15.3 Where CONTRACTOR's services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. OWNER May Terminate Without Cause 15.4 Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to abandon the Work and terminate the Agreement. In such case, CONTRACTOR will be paid (without duplication of any item): 15.4.1 for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2 for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3 for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and 15.4.4 for reasonable expenses directly attributable to termination. CONTRACTOR will not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. Project 01-1588.04 00700-53 Village of Key Biscayne April 2008 Reclaimed Water Distribution System CONTRACTOR May Stop Work or Terminate 15.5 If, through no act or fault of CONTRACTOR, the Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days after it is submitted, or OWNER fails for thirty days to pay CONTRACTOR any sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER payment on the same terms as provided in paragraph 15.4. In addition and in lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16 - MISCELLANEOUS Giving Notice 16.1 Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 16.2 Computation of Time 16.2.1 When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 16.2.2 A calendar day of twenty-four hours measured from midnight to the next midnight shall constitute a day. Notice of Claim 16.3 Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 16.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose. Cumulative Remedies Project 01-1588.04 00700-54 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 16.4 The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12, 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. All representations, warranties and guarantees made in the Contract Documents will survive final payment and termination or completion of the Agreement. Professional Fees and Court Costs Included 16.5 Whenever reference is made to "claims, costs, losses and damages," it shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. END OF SECTION Project 01-1588.04 00700-55 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 00800 SUPPLEMENTARY CONDITIONS 1.01 GENERAL A. These Supplementary Conditions amend or supplement the General Conditions and other provisions of the Contract Documents as indicated hereunder. All provisions that are not so amended or supplemented remain in full force and effect and are fully applicable to this Contract. 1.02 ARTICLE 2 - PRELIMINARY MATTERS A. 2.2 - Change "five copies" to "six copies." B. 2.4 Starting the Work: Add the following: One week before commencement of work in each zone, the CONTRACTOR shall be required to produce, and submit to the ENGINEER for approval, a copy of a Color Audio -Video Taping record of the pre -construction condition of the entire project area. These records will be utilized to determine the pre-existing condition of the roadway, driveways, fences, trees, and landscaping within the Right -of -Way. The CONTRACTOR is cautioned to use care to include all existing landscaping, and previous damage to roadways, driveways and private or public property. C. 2.7 Add the Following: This system, when completed, will be donated to Miami -Dade Water and Sewer Department. When the CONTRACTOR has all permits required for construction, he will call Mr. Norman Duncan, Miami -Dade Water and Sewer Department Inspections, 786-552-8829. Mr. Duncan will schedule a pre -construction meeting to discuss the Department's involvement of 'spections for construction of the system. The CONTRACTOR will apprise the Resident Project Representative of the meeting, which he may attend. 1.03 ARTICLE 4 - AVAILABILITY OF LANDS, ETC. A. 4.1 - Add the following: The Village of Key Biscayne will not allow construction office trailers on the key. The CONTRACTOR must provide local offices for the ENGINEER and Himself, as required in section 01590. The CONTRACTOR will not use or store any materials on public or private property without written permission of the property Owner. The Village of Key Biscayne shall require from the CONTRACTOR, a copy of all agreements made by the CONTRACTOR with private property owners regarding storage of materials on their property. Some feasible method of equipment and materials storage, acceptable to the ENGINEER, must be submitted by the CONTRACTOR at the pre - construction meeting. No work may be started without an acceptable storage area. Staging of materials on the Right -of -Way is permissible for a total distance of no greater than 600 If. Open ditches are permissible for a total distance of no greater than 600 If. All open ditches left overnight must be secured as acceptable to the Village of Key Biscayne Police Department. No exceptions will be made. The CONTRACTOR will be required to notify the residents when they intend to begin construction in their area, (please note notification example in Exhibit C.) B. 4.2.1.1 - Add the following: "Information on subsoil conditions obtained for use in the design by the ENGINEER is made available by the OWNER to Bidders as information only and solely for their convenience. (See Exhibit "E"). The subsurface soil explorations were conducted by Langan Engineering and are contained in these specifications. The Geotechnical Study is dated January 6, 1994. Fig. No. 1 shows the approximate Project 01-1588.04 00800-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System locations of soil boring. The OWNER and ENGINEER do not warrant or guarantee the accuracy or correctness of this material with respect to actual subsurface conditions. It shall be the CONTRACTOR's responsibility to have determined to his satisfaction, prior to the submission of his bid, the nature and conformation of the ground, the character and quality of the substrata, the types and quantities of materials to be encountered, the nature of the groundwater conditions, the character of 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 so that the prices established and bid for the work reflect all costs pertaining thereto." C. 4.2.1.2 - Add the following: "Information on existing surface and subsurface structures is indicated on utility owners Drawings, in the ENGINEER's office. The utility locations layout may not agree with the information indicated in the project drawings. It shall be the CONTRACTOR's responsibility to verify all locations and dimensions of such structures, and in the event that they must be maintained operational, or that tie-ins to or partial demolition of such structures is required, the CONTRACTOR shall coordinate his work with -those responsible for such structures to ensure full compliance with all such requirements." D. 4.2.2 - "technical data" as referenced in paragraph 4.2.2 consists of boring method, plan and logs, level of ground water, laboratory test methods, and similar factual data. E. 4.4 Reference Points: Add the following: The CONTRACTOR will utilize the given survey reference points for all layouts needed to complete the project, in conformance with the plans and specifications, regardless of the frequency or convenience of the points. 1.04 BONDS and INSURANCE Ail insurance to be provided shall be issued by an insurance company with a Best's A+ rating or better, licensed to do business in Florida and be issued as a primary policy. A. 5.4.0.1 - Add paragraph- The CONTRACTOR shall take out and maintain during the life of this Contract such Public Liability and Property Damage Insurance as shall protect him and any subcontractor performing work covered by this Contract from claims for damages for personal injury, including accidental death, as well as from claims for property damage, which may arise from operations under this Contract, whether such operations be by himself or by any subcontractor or by anyone directly or indirectly employed by either of them, and the amounts of such insurance shall be as follows: Comprehensive General Liability with minimum limits of Three Million dollars ($3,000,000.00) per occurrence, combined single limit for Bodily Injury Liability and Property Damage Liability. Automobile Liability with minimum limits of One Million Dollars ($1,000,000.00) per occurrence, combined single limit for Bodily Injury Liability and Property Damage. C. 5.3.3 - Additional insured referenced herein are identified as follows: Village of Key Biscayne, Post Buckley, Schuh & Jernigan, Inc., Corzo Castella Carballo, Thompson Salman, P.A. and Jose G. Lopez, P.E. are to be expressly included as an "Additional Insured" with respect to liability arising out of operations performed for the Village of Key Biscayne or on behalf of CONTRACTOR or acts or omissions of the Village of Key Biscayne or their Engineer, in connections with general supervision of such operation. A Certificate of Insurance, evidence Project 01-1588.04 00800-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System and proof of payment, shall be delivered to Owner. D. 5.4.7 - Additional insured referenced herein shall be as identified in the previous paragraph. E. 5.4.8 - The insurance requirements are supplemented by the following coverage and limits of liability requirements: Insurance coverage and limits of liability shall be not less than the following: 1. Workers' Compensation: The CONTRACTOR shall obtain and maintain during the life of this Contract, Workmen's Compensation Insurance as provided by the laws of the State of Florida and shall require all subcontractors to provide the same. The CONTRACTOR shall comply in all respects with all Federal, State, and local safety and health regulations. Copies of the Federal Regulations may be obtained from the U.S. Department of Labor, Occupation Safety and Health Administration (OSHA), Washington, D.C. 20210 or their Regional Offices. a. State: Statutory b. Applicable Federal (Longshoremen's): Statutory c. Employer's Liability: $100,000 The above policies for Public Liability and Property Damage Insurance and Workmen's Compensation Insurance must be so written as to include Contingent Liability and Contingent Property Damage Insurance to protect the CONTRACTOR against claims arising from the operations of subcontractors. 2. Comprehensive General Liability: a. Coverage shall include Contractual Liability, Explosion, Collapse, and Underground Property Damage hazards, Products/Completed Operations, OWNER's and CONTRACTORS' Protective Liability and Personal Injury Liability. b. Limits of Liability shall be as follows: Split Limits: Bodily Injury, per person per occurrence Property Damage, per accident and aggregate Personal Injury, per occurrence $1,000,000 $1,000,000 $1,000,000 3. Comprehensive Automobile Liability: Limits of liability shall be the same as for Comprehensive General Liability in paragraph 2. above. 4. Excess Liability: Excess liability shall apply to Employer's Liability, Comprehensive General Liability and Comprehensive Automobile Liability and shall be not less than the following: Combined Single Limit Bodily Injury $1,000,000 and Property Damage, aggregate Project 01-1588.04 April 2008 Reclaimed Water Distribution System 00800-3 Village of Key Biscayne 5. The CONTRACTOR shall furnish a certificate of insurance similar to that included in Section 00650 herein showing actual coverage and limits of liability, verifying that the OWNER and ENGINEER have been included and named as additional insured and that the policies will not be canceled or changed until thirty (30) days after written notice of such cancellation or change has been delivered to the OWNER and ENGINEER. F. 5.4 - The paragraph is supplemented by the following: Builder's Risk insurance is not required under this Contract. 1.05 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES A. Add the following to 6.3: Christmas Holiday: No work will be permitted on the project during the Christmas holiday period. The Christmas holiday period will be defined as the time from and including Tuesday, December 23, 2008, to and including Thursday, January 1, 2008. B. 6.6 - Add the following paragraph: 6.6.3 - Weekly Construction Meetings: Weekly Construction Meetings will be held on site. The purpose of these meetings will be to review the work of the previous week, and the proposed schedule of the next weeks work. These meetings may be open to the public. The CONTRACTOR will make known any work scheduled by the utility owners, at the weekly progress meeting. C. 6.8.2 - The proposed is supplemented by the following: List of Subcontractors and Submittal Requirements: Names, Addresses, Phone and Fax Numbers, and the Materials Supplied. D. '.13 - Add the following: 1. The Village of Key Biscayne will waive the fees for the Right -of -Way Permit. The CONTRACTOR must- pro -cure the Right -of -Way P-ermit, and ar —other -applicable jurisdictional permits needed to begin the work. 2. Prior to commencing construction, the CONTRACTOR shall obtain a Class V Permit from the Dade County Department of Environmental Resources Management (DERM) for any dewatering activities. For details and further information, the CONTRACTOR shall contact Mr. Camilo Ignacio at (305)372-6671. The Village will, in most instances, allow disposal of water from construction activities into their stormwater system, only if the CONTRACTOR provides a satisfactory silt separation box, and agrees to clean out the system components affected by the de -watering process. Each component must be cleaned immediately, utilizing a vacuum truck, after dewatering usage by the CONTRACTOR. This method of de -watering may still require the above -mentioned permit, due to the outfalls connected to the stormwater system. 1.06 6.14.2 LAWS AND REGULATIONS Add Paragraph: 6.14.3 Public Entity Crimes Statute: Each Bidder must carefully review the Public Entity Crimes Statute, (Florida Statutes, Section 287.133 (3) (a)). This statute mandates that all Bidders who transact business in excess of Ten Thousand Dollars, ($10,000.00), with any public entity in Florida must submit a sworn statement that its officers have not been convicted of a public entity crime after July 1, 1989. Each Bid shall include a Project 01-1588.04 00800-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System sworn statement as required hereinabove and same shall be furnished on the form as enclosed as Exhibit "B." Add Paragraph: 6.14.4 Noise Abatement: Noise Abatement shall follow the guidelines as set forth in the Village of Key Biscayne Code of Ordinances Chapter 17 Noise, attached as Exhibit "A". 1.07 6.20 SAFETY AND PROTECTION Add the following: 6.20.4 Miami -Dade Water and Sewer Department valves may only be operated by Department personnel. It may become necessary for the CONTRACTOR to interrupt the water or sewer service to existing buildings during construction. In all cases, the CONTRACTOR shall coordinate with Miami -Dade Water and Sewer Department, and prepare and submit to the ENGINEER, 48 Hours prior to commencing the work, a complete description of his proposed procedure, and a time schedule that he will guarantee. 24 hours prior to the time proposed for starting the work, the CONTRACTOR will be notified whether or not the work will be permitted as proposed. Add the following: 6.20.5 The OWNER reserves the right to require the CONTRACTOR to work twenty-four hours per day, with no increase to the Contract Sum, in all cases where the interference with existing water and sewer service may result in health hazards, offensive conditions, or serious inconveniences to persons served by the system. Add the following to the last paragraph of 6.20 between the existing second and third sentences: The CONTRACTOR will be responsible to coordinate and bear any cost of underground utility locations, and utility relocations where that utility is shown to be in conflict with or endangered by the proposed construction. Moving any utilities for the convenience of the CONTRACTOR, shall be paid for by the CONTRACTOR. All charges by utility companies for support or for stand by manpower and equipment shall be borne solely by the CONTRACTOR. 1.08 ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION A. 9.1 - The paragraph is amended as follows: 1. Post, Buckley, Schuh & Jernigan, Inc. are ENGINEERS only for the design, Drawings and Specifications on this project. Contract administration, construction management, and acceptance of materials and workmanship remain the responsibility of the OWNER or others, including Post, Buckley, Schuh & Jernigan, Inc., whom the OWNER may employ for such work. 2. Accordingly, the purposes of the Specifications, the terms "ENGINEER," "Resident Project Representative", "Inspector" and other references to the person or persons granting approval, authority or permission, conducting inspections and tests, observing the work and so forth, shall be defined as and understood to denote the OWNER or his authorized representative. B. 9.3 - The paragraph is supplemented by the following: Duties, Responsibilities and Authority of Resident Project Representative: 1. General: Project 01-1588.04 00800-5 Village of Key Biscayne April 2008 Reclaimed Water Distribution System The Resident Project Representative (RPR), as ENGINEER's agent at the site, will act as directed by and under the supervision of the ENGINEER, and will confer with the ENGINEER regarding RPR's actions pertaining to the Work at the site. RPR shall deal only with the ENGINEER and CONTRACTOR, keeping OWNER advised as necessary. RPR shall generally communicate with the OWNER only with the knowledge of and under the direction of the ENGINEER and with subcontractors only through or with the full knowledge and approval of the CONTRACTOR. 2. Duties and Responsibilities: a. Schedules: Review schedules prepared by CONTRACTOR and consult with ENGINEER concerning acceptability. b. Meetings: Attend project meetings with CONTRACTOR and prepare and circulate minutes thereof. c. Liaison: Serve as ENGINEER's liaison with CONTRACTOR and assist ENGINEER in serving as OWNER's liaison with CONTRACTOR. d. Shop Drawings and Samples: Receive and record date of receipt of submittal and notify ENGINEER. Advise ENGINEER and CONTRACTOR of commencement of Work requiring shop drawings or samples if such have not been approved by ENGINEER. e. Observation of Work: (1) Conduct on -site observations of Work in progress. (2) Deport- to -ENGINEER any Word- th-atRPR deems unsatisfactory or not conforming to the Contract Documents or Work that has been damaged or does not meet the requirements of any inspection, test, or approval required. (3) Verify that tests, equipment and systems startups, operating, and maintenance training are conducted in the presence of appropriate personnel and the CONTRACTOR maintains adequate records thereof; and observe, record and report to ENGINEER appropriate details relative to the test procedures and startups. (4) Accompany inspectors representing public or other agencies having jurisdiction over the project and record and report to ENGINEER the results of these inspections. (f) Interpretations of Contract Documents: Report to ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarifications and interpretations issued by ENGINEER. (g) Modifications: Consider and evaluate CONTRACTOR's suggestions for modifications in Drawings or Specifications and report, with RPR's recommendations, to ENGINEER. Transmit ENGINEER's decisions to CONTRACTOR. Project 01-1588.04 00800-6 Village of Key Biscayne April 2008 Reclaimed Water Distribution System (h) Records: (1) Maintain at job site orderly files for correspondence, reports of job conferences, shop drawings and samples, reproductions of original Contract Documents complete with all Work Change Directives, Addenda, Change Orders, Field Orders, ENGINEER's clarifications and interpretations of Contract Documents, progress reports and other project related documents. (2) Keep a diary or log book, recording CONTRACTOR hours on the job site, weather conditions, data relative to questions of Work Change Directives, Change Orders or changed conditions, list of job site visitors, daily activities, decisions, observations in general and specific observations in more detail as in the case of test procedures, etc. Send copies to ENGINEER. (3) Record names, addresses, and telephone numbers of all CONTRACTORS, subcontractors and major suppliers of materials and equipment. (i) Reports: (1) Prepare for ENGINEER periodic reports of progress of Work and CONTRACTOR's compliance with progress and submittal schedules. (2) Consult with ENGINEER in advance of scheduled major tests, inspections, or start of important phases of the Work. (3) Draft proposed Change Orders and Work Change Directives, obtaining backup material from CONTRACTOR and recommend to ENGINEER Change Orders, Work Change Directives, and Field Orders. (4) Report immediately to ENGINEER and OWNER upon the occurrence of any accident. (j) Payment Requests: Review applications for payment with CONTRACTOR and forward with comments and recommendations to ENGINEER. (k) Certificates, Maintenance and Operation Manuals: Verify that certificates, maintenance and operation and other data submitted by CONTRACTOR are applicable to the items actually installed and comply with the requirements of the Contract Documents. Deliver to ENGINEER for review and delivery to OWNER prior to final payment. (1) Completed: (1) Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items requiring completion or connection. (2) Conduct final inspection in the company of ENGINEER, OWNER, and CONTRACTOR and prepare a final list of items to be completed or corrected. Project 01-1588.04 00800-7 Village of Key Biscayne April 2008 Reclaimed Water Distribution System (3) Verify that all items on final list have been completed or corrected and make recommendation to ENGINEER concerning final acceptance. 3. Limitations of Authority: The Resident Project Representative shall not: (a) authorize any deviation from the Contract Documents or substitution of materials or equipment, unless authorized by ENGINEER, (b) exceed limitations of ENGINEER's authority as set forth in the Contract Documents, (c) undertake any of the responsibilities of the CONTRACTOR, subcontractors, or suppliers, (d) advise on, issue directions relative to or assume control over any aspect of the means, methods, techniques, sequences or procedures of construction, except as specifically required by the Contract Documents, (e) advise on, issue directions regarding or assume control over safety precautions and programs in connection with the Work, (f) accept shop drawing or sample submittal from anyone other than CONTRACTOR, (g) authorize OWNER to occupy the project in whole or in part, (h) participate in specialized field or laboratory tests or inspections conducted by others, except as specifically authorized by ENGINEER. B. 9.11 - DECISION ON DISPUTES: Delete the last sentence, and add the following: ENGINEER's written decision on such claim, dispute, or other matter will be final and binding upon OWNER and CONTRACTOR. To render a fair decision of an item in question, the ENGINEER may request that the CONTRACTOR submit a breakdown of the unit price, or lump sum aggregate costs. At that time and without delay the CONTRACTOR will submit the said breakdown. The appeal process to a forum of competent jurisdiction has been deleted from this Contract. All claims, disputes, and other matters in question, between Owner and CONTRACTOR arising out of , or in relation to, this Contract or the breach thereof, except for claims which have been settled amicably by the ENGINEER, or have been waived by Article 14.16, shall be subject to litigation by the parties. 1.09 ARTICLE 11. COST OF THE WORK Add the following paragraphs: 11.4.4 Miami -Dade Water and Sewer Department will require that the Record Drawings be surveyed and prepared by a Florida Registered Professional Land Surveyor. Project 01-1588.04 00800-8 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 11.4.5.10 Bypass of Station Flows: The Contractor shall be responsible for maintaining the diversion of wastewater in accordance with the following conditions: 1. The Contractor shall provide all equipment, materials, manpower, etc. as required, to conduct flow bypass activities. 2. Scheduling of bypass pumping shall be set forth in the Contractor's Work Schedule and shall be mutually and finally agreed upon by the Department, Engineer, and Contractor(s). This event shall be scheduled to occur during expected minimum dry weather flow periods. 3. The Contractor shall notify the Engineer, in writing, of his intent to commence bypassing at least ten (10) working days in advance of event. The shutdown can be commenced only after the Contractor has received the Engineer's approval in writing. 4. Initiation and conclusion of the bypass event shall be conducted in the presence of a representative of the Engineer and Department. The actual time (i.e., date, hour, and minute) of bypass initiation and conclusion shall be duly recorded by the Contractor and mutually agreed upon by the Contractor and representatives of the Department and Engineer. All costs associated with bypass pumping events shall be incorporated in the Contractor's bid. 1.10 ARTICLE 12.2 CONTRACT TIME Add the following paragraph: No Damages For Delay: No claim for damages, or any claim other than for an extension of time, shall be made or asserted against the Village of Key Biscayne, by reason of any delays. The CONTRACTOR shall not be entitled to an increase in the Contract Sum, or payment or compensation of any kind from the Village of Key Biscayne for direct, indirect, or consequential, impact or other costs, expenses or damages, including but not limited to costs of acceleration, lost productivity, or inefficiency, arising because of delay, disruption, or hindrance, be it reasonable or unreasonable. The only remedy entitled to the CONTRACTOR resulting from delay is extension of Contract time, as discerned by the Project ENGINEER. 1.1 1 ARTICLE 12.3 DELAYS BEYOND CONTROL OF CONTRACTOR Add the following paragraph: Hurricane and Storm Warnings: The CONTRACTOR will be required to remove all materials from the job -site or provide safe storage for the same, which may be blown about or become a hazard during a hurricane or windstorm. CONTRACTOR shall also take necessary precautions to remove Project 01-1588.04 00800-9 Village of Key Biscayne April 2008 Reclaimed Water Distribution System bulkheads, dams, or other structures blocking drains, in the event of flooding conditions. No increase to the Contract Sum will be allowed for this work. 1.12 ARTICLE 13.3 TESTS AND INSPECTIONS Add the following: Twenty four (24) hour minimum notification from the CONTRACTOR to the ENGINEER shall be given for all inspections, tests, and approvals. The owners cost for inspections is predicated on the premise that the Bid is proposed by the CONTRACTOR employing at most two excavation crews, and one asphalt crew. Any acceleration of the CONTRACTOR's work or work force, beyond the number of crews mentioned above, for any reason, which results in an increase of the owner's inspection force, or inspection efforts, will affect the following: The CONTRACTOR will be financially responsible for any increase in manpower, or overtime of the owners inspection force. The CONTRACTOR will be invoiced for the increase, and the amount of the owner's financial increase will be deducted from the CONTRACTOR's monthly application for payment during the period of acceleration. 1.13 ARTICLE 14.4 REVIEW OF APPLICATIONS FOR PROGRESS PAYMENT Add the following between the second and third sentences: If the CONTRACTOR will not make the necessary corrections, and resubmit the application, he must submit that payment request, and each payment request thereafter accompanied by the payment request information on computerized disk, formatted for Microsoft Excel, to assist the ENGINEER in amending the amount due. An example of the format of the payment application is included as Exhibit "D" END OF SECTION Project 01-1588.04 00800-10 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SUPPLEMENTARY CONDITIONS (CONSTRUCTION) EXHIBIT WWFS-04Li Florida Department of Environmental Protection Bureau of Water Facilities Funding Supplementary Conditions for Formally Advertised Construction Procurement FDEP-1 Revision 4 September 1999 TABLE OF CONTENTS FOR THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SUPPLEMENTARY CONDITIONS Article Number Article Title Page 1 DEFINITIONS FDEP-4 2 PRIVITY OF AGREEMENT/CONTRACT FDEP-6 3 PROCUREMENT REQUIREMENTS FDEP-6 4 RESOLUTION OF PROTESTS AND CLAIMS/DISPUTES FDEP-7 5 CHANGES TO THE BIDDING AND CONTRACT DOCUMENTS FDEP-7 6 ADVERTISEMENT FOR BIDS; SUBMISSION OF BIDS; OPENING OF BIDS FDEP-7 7 BONDS AND INSURANCE FDEP-8 8 AWARD OF AGREEMENT/CONTRACT FDEP-9 9 CONTRACT TIME AND NOTICE TO PROCEED FDEP-9 10 ITEMIZED CONSTRUCTION COST BREAKDOWN; CONSTRUCTION AND PAYMENT SCHEDULES FDEP-9 11 AVAILABILITY OF LANDS FDEP-10 12 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION CONSTRUCTION PERMIT(S) FDEP-10 13 ENGINEER FDEP-10 14 APPLICATIONS FOR PAYMENT FDEP-10 15 ACCESS TO RECORDS FDEP-10 16 ACCESS TO WORK SITE(S) FDEP-10 *17 MINORITY AND WOMEN'S BUSINESS ENTERPRISES FDEP-11 *18 VIOLATING FACILITIES (SECTION 306 OF THE CLEAN AIR ACT, SECTION 508 OF THE CLEAN WATER ACT, AND EXECUTIVE ORDER 11738) FDEP-11 *19 DEBARMENT AND SUSPENSION (EXECUTIVE ORDER 12549) FDEP-13 FDEP-2 Revision 4 September 1999 20 EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246) FDEP-13 Appendix Appendix Title Page Letter *A CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION - LOWER TIER COVERED TRANSACTIONS FDEP-16 B NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246) FDEP-18 C GOALS AND TIMETABLES FOR MINORITIES AND FEMALES FDEP-20 D EQUAL OPPORTUNITY CLAUSE FDEP-23 E NOTICE TO BE POSTED FDEP-25 F STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS (EXECUTIVE ORDER 11246) FDEP-26 G CERTIFICATION OF COMPLIANCE WITH 41 CFR 60-1.7: REPORTS AND OTHER REQUIRED INFORMATION FDEP-31 H CERTIFICATION OF NONSEGGREGATED FACILITIES FDEP-33 *NOTE: Articles 17, 18 19 and Appendix A only apply to Federal CAP Grant Projects. FDEP-3 Revision 4 September 1999 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SUPPLEMENTARY CONDITIONS The intent of the Florida Department of Environmental Protection (FDEP) Supplementary Conditions is to complement and supplement other provisions of the Bidding Documents. However, if there is any conflict between the FDEP Supplementary Conditions and other provisions of the Bidding Documents, the FDEP Supplementary Conditions shall take precedence over the other provisions except when the other provisions are similar to, but more stringent than, the FDEP Supplementary Conditions. When other provisions of the Bidding Documents are similar to, but more stringent than, the FDEP Supplementary Conditions, the more stringent provisions shall apply. ARTICLE 1 - DEFINITIONS 1.1. Wherever used in these Supplementary Conditions (except in the appendices to these Supplementary Conditions), the following terms have the meanings indicated, which are applicable to both the singular and plural thereof. 1.1.1. Addendum - A written or graphic instrument that is issued prior to the opening of bids and that clarifies, corrects, or changes the Bidding Documents. 1.1.2. Agreement or Contract - The written agreement between the Owner and the Contractor covering the Work to be performed and furnished; these Supplementary Conditions and other Contract Documents are attached to the Agreement/Contract and made a part thereof as provided «,;rein. 14 3:- --Application-for- Payrnent--The-form-that---is accepted--by-th€-Engineer and -used- by -the Contractor in requesting progress and/or final payments and that is to include such supporting documentation as is required by the Contract Documents. 1.1.4. Bid - The offer or proposal of a bidder submitted on the prescribed form and setting forth the price(s) for the Work to be performed and furnished. 1.1.5. Bidder - Any person, firm, or corporation that submits a bid directly to the Owner. 1.1.6. Bidding Documents - The Advertisement for Bids or the Invitation to Bid, the Instructions to Bidders or the Information for Bidders, the Bid Form, the proposed Contract Documents, and all addenda. 1.1.7. Bond - An instrument of security. 1.1.8. Change Order - A document that is recommended by the Engineer and signed by the Contractor and the Owner; that authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time; and that is issued on or after the Effective Date of the Agreement/Contract. FDEP-4 Revision 4 September 1999 1.1.9. Contract Documents - The Agreement/Contract; the Contractor's Bid when attached as an exhibit to the Agreement/Contract; the Performance and Payment Bond(s); the General Conditions; the Supplementary Conditions (including these Supplementary Conditions); the Specifications (written technical descriptions of material, equipment, construction systems, standards, and workmanship as applied to the Work and certain administrative details applicable thereto); the Drawings (drawings that show the character and scope of the Work to be performed and furnished); all addenda that pertain to the Contract Documents; and all change orders. 1.1.10. Contract Price - The moneys payable by the Owner to the Contractor under the Contract Documents as stated in the Agreement/Contract. 1.1.11. Contract Time - The number of days or the date stated in the Contract Documents for completion of the Work. 1.1.12. Contractor - The person, firm, or corporation with whom or which the Owner enters into the Agreement/Contract. 1.1.13. Effective Date of the Agreement/Contract - The date indicated in the Agreement/Contract on which the Agreement/Contract becomes effective, or if no such date is indicated in the Agreement/Contract, the date on which the Agreement/Contract is signed and delivered by the last of the two parties to sign and deliver the Agreement/Contract. 1.1 ' T. Engineer - The person, firm, or corporation named as such in the Contract Documents. 1.1.15. Minority Business Enterprise (MBE) - A historically Black college or university or a business that is (a) certified as socially and economically disadvantaged by the Small Business Administration, (b) certified as an MBE by a state or Federal agency, or (c) an independent business concern which is at least 51 -percent owned and controlled by minority group members. (A minority group member is an individual who is a citizen of the United States and one of the following: [i] Black American; [ii] Hispanic American [with origins from Puerto Rico, Mexico, Cuba, or South or Central America]; [iii] Native American [American Indian, Eskimo, Aleut, or native Hawaiian]; or [iv] Asian -Pacific American [with origins from Japan, China, the Philippines, Vietnam, Korea, Samoa, Guam, the U.S. Trust Territories of the Pacific, Northern Marianas, Laos, Cambodia, Taiwan, or the Indian Subcontinent].) 1.1.16. Notice to Proceed - The written notice given by the Owner to the Contractor fixing the date on which the Contract Time will commence to run and on which the Contractor shall start to perform its obligations under the Contract Documents. 1.1.17. Owner - The local government (municipality, county, district, or authority; or any agency thereof; or a combination of two or more of the foregoing acting jointly) with which the Florida Department of Environmental Protection may execute, or has executed, a State revolving fund loan agreement and for which the Work is to be provided. FDEP-5 Revision 4 September 1999 1.1.18. Project - The total construction or facilities described in a State revolving fund loan agreement between the Florida Department of Environmental Protection and the Owner, of which the Work to be provided under the Contract Documents may be the whole or a part. 1.1.19. Subcontract - A direct contract between a subcontractor and the Contractor, or any other subcontractor at any tier, for the furnishing of goods (material and equipment) or the performance of services (including construction) necessary to complete the Work. 1.1.20. Subcontractor - A person, firm, or corporation having a direct contract with the Contractor, or any other subcontractor at any tier, for the furnishing of goods (material and equipment) or the performance of services (including construction) necessary to complete the Work. 1.1.21. Successful Bidder - The lowest responsive, responsible bidder to whom or which the Owner intends to award the Agreement/Contract. 1.1.22. Women's Business Enterprise (WBE) - A business that is (a) certified as a WBE by a state or Federal agency or (b) an independent business concern which is at least 51 -percent owned and controlled/operated by women. (Determination of whether a business is at least 51 -percent owned by women shall be made without regard to community property laws [e.g., an otherwise qualified WBE that is 51 -percent owned by a married woman in a community property state will not be disqualified because the married woman's husband has a 50 -percent interest in the married woman's share of the business; similarly, a business that is 51 -percent owned by a married man and 49 -percent owned by Women will not become a qualified WBE by virtue of the married man's wife having a 50 -percent uiterest in the married man's share of the business].) L1.23.- - Work. - The -entire -completed -construction or -the various- separately -identifiable -parts thereof - required to be performed and furnished under the Contract Documents; Work is the result of performing services, furnishing labor, furnishing material and equipment, and incorporating material and equipment into the construction as required by the Contract Documents. ARTICLE 2 - PRIVITY OF AGREEMENT/CONTRACT 2.1. The Owner expects to finance this Agreement/Contract with assistance from the Florida Department of Environmental Protection, which administers a State revolving fund loan program supported in part with funds directly made available by grants from the United States Environmental Protection Agency. Neither the State of Florida nor the United States (nor any of their departments, agencies, or employees) will be a party to this Agreement/Contract or any lower -tier subcontract. ARTICLE 3 - PROCUREMENT REQUIREMENTS 3.1. This Agreement/Contract and the Owner's solicitation and award of this Agreement/Contract are subject to requirements contained in Chapter 62-503 (Revolving Loan Program), Florida Administrative Code. FDEP-6 Revision 4 September 1999 ARTICLE 4 - RESOLUTION OF PROTESTS AND CLAIMS/DISPUTES Resolution of Protests Concerning the Owner's Solicitation and/or Award of this Agreement/Contract: 4.1. Protests concerning the Owner's solicitation and/or award of this Agreement/Contract must be filed in writing with the Owner to be considered. 4.2. All timely written protests concerning the Owner's solicitation and/or award of this Agreement/Contract are to be resolved in accordance with the Owner's dispute resolution process. A copy of the ordinance(s), resolution(s), or written policy(policies) that set forth the Owner's dispute resolution process is included elsewhere in the Bidding Documents or is to be made available by the Owner upon request. 4.3. Neither the Florida Department of Environmental Protection (FDEP) nor the United States Environmental Protection Agency (USEPA) will become a party to, or have any role in resolving, protests concerning the Owner's solicitation and/or award of this Agreement/Contract. Protest decisions made by the Owner can not be appealed to the FDEP or the USEPA. Resolution of Claims and Disputes Between the Owner and the Contractor: 4.4. Unless otherwise provided in the Contract Documents, all claims and disputes between the Owner and the Contractor arising out of, or relating to, the Contract Documents or the breach thereof are to be decid:.2 *_-.y arbitration (if the Owner and the Contractor mutually agree) or in a court of competent jurisdiction within the State of Florida. 4.5. Neither the Florida Department of Environmental Protection nor the United States Environmental Protection Agency will become a party to, or have any role in resolving, claims and disputes between the Owner and the Contractor. ARTICLE 5 - CHANGES TO THE BIDDING AND CONTRACT DOCUMENTS 5.1. All changes to the Bidding Documents made subsequent to the Florida Department of Environmental Protection's (FDEP's) acceptance of the Bidding Documents and prior to the opening of bids are to be documented via addendum(addenda) to the Bidding Documents; all changes to the Contract Documents made after the opening of bids are to be documented by change order(s) to the Contract Documents. The Owner shall submit all addenda and change orders to the FDEP. ARTICLE 6 - ADVERTISEMENT FOR BIDS; SUBMISSION OF BIDS; OPENING OF BIDS Advertisement for Bids: 6.1. At a minimum, this Agreement/Contract is to be advertised for bids in local and statewide newspapers. FDEP-7 Revision 4 September 1999 Submission of Bids: 6.2. Bidders shall submit their bids at the place and by the deadline indicated elsewhere in the Bidding Documents. Opening of Bids: 6.3. Bids are to be opened and read aloud publicly at the time and place indicated elsewhere in the Bidding Documents. ARTICLE 7 - BONDS AND INSURANCE Bid Guarantees: 7.1. Each bidder's bid is to be accompanied by a bid guarantee made payable to the Owner in an amount at least equal to five percent of the bidder's maximum bid price and in the form of a certified check or bid bond. Performance and Payment Bond(s): 7.2. The Contractor shall furnish a combined performance and payment bond in an amount at least equal to 100 percent of the Contract Price (or, if required elsewhere in the Contract Documents, the Contractor shall furnish separate performance and payment bonds, each in an amount at least equal to 100 percent of the Contract Price) as security for the faithful performance and payment of all the Conti actor's obligations under the Contract Documents. This(these) bond(s) are to be delivered to the Owner by the Contractor along with the executed Agreement/Contract. The Owner shall forward a copy -of tbis(these-)- bond(--}-to-the-Florida Department-ofEnvironmental-Protection: Insurance: 7.3. The Owner and/or the Contractor (as required elsewhere in the Contract Documents) shall purchase and maintain, during the period of construction, such liability insurance as is appropriate for the Work being performed and furnished and as will provide protection from claims that may arise out of, or result from, the Contractor's performance and furnishing of the Work (whether the Work is to be performed or furnished by the Contractor or any subcontractor at the Work site) and the Contractor's other obligations under the Contract Documents. This insurance is to include workers' compensation insurance, comprehensive general liability insurance, comprehensive automobile liability insurance, and contractual liability insurance applicable to the Contractor's indemnification obligations and is to be written for not less than the limits of liability and coverages determined by the Owner or required by law, whichever is greater. 7.4. The Owner and/or the Contractor (as required elsewhere in the Contract Documents) shall purchase and maintain, during the period of construction, property insurance upon the Work at the Work site in an amount equal to the full replacement cost of the Work or the full insurable value of the Work. This insurance is to include the interests of the Owner, the Contractor, and all subcontractors at the Work site (all of whom are to be listed as insureds or additional insured parties); is to insure against the perils FDEP-8 Revision 4 September 1999 of fire and extended coverage; and is to include "all-risk" insurance for physical loss or damage due to theft,vandalism and malicious mischief, collapse, water damage, and/or all other risks against which coverage is obtainable. 7.5. Before any Work at the Work site is started, the Contractor shall deliver to the Owner certificates of insurance that the Contractor is required to purchase and maintain in accordance with Paragraphs 7.3 and 7.4 of this Article and other provisions of the Contract Documents, and the Owner shall deliver to the Contractor certificates of insurance that the Owner is required to purchase and maintain in accordance with Paragraphs 7.3 and 7.4 of this Article and other provisions of the Contract Documents. ARTICLE 8 - AWARD OF AGREEMENT/CONTRACT 8.1. If this Agreement/Contract is awarded, it is to be awarded to the lowest responsive, responsible bidder. A fixed -price (lump -sum or unit -price or both) agreement/contract is to be used. A clear explanation of the method of evaluating bids and the basis for awarding this Agreement/Contract are included elsewhere in the Bidding Documents. All bids may be rejected when in the best interest of the Owner. ARTICLE 9 - CONTRACT TIME AND NOTICE TO PROCEED Contract Time: 9.1. The number of days within which, or the date by which, the Work is to be completed and ready for final p..- . anent (the Contract Time) is set forth elsewhere in the Contract Documents. Notice to Proceed: 9.2. The Owner shall give the Contractor a notice to proceed fixing the date on which the Contract Time will commence to run. The Owner shall forward a copy of this notice to proceed to the Florida Department of Environmental Protection. ARTICLE 10 - ITEMIZED CONSTRUCTION COST BREAKDOWN; CONSTRUCTION AND PAYMENT SCHEDULES 10.1. The Contractor shall submit to the Owner, within ten calendar days after the Effective Date of this Agreement/Contract, an itemized construction cost breakdown and construction and payment schedules. 10.1.1. The itemized construction cost breakdown, or schedule of values, is to include quantities and prices of items aggregating the Contract Price and is to subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices are to include an appropriate amount of overhead and profit applicable to each item of Work. 10.1.2. The construction, or progress, schedule is to indicate the Contractor's estimated starting and completion dates for the various stages of the Work and is to show both the projected cost of Work completed and the projected percentage of Work completed versus Contract Time. FDEP-9 Revision 4 September 1999 10.1.3. The payment schedule is to show the Contractor's projected progress and final payments cumulatively by month. ARTICLE 11 - AVAILABILITY OF LANDS 11.1. The Owner shall furnish all lands and shall obtain all rights -of -ways and easements upon which the Work is to be performed and furnished. ARTICLE 12 - FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION CONSTRUCTION PERMIT(S) 12.1. The Owner shall obtain the appropriate Florida Department of Environmental Protection construction permit(s) required for the Work. ARTICLE 13 - ENGINEER 13.1. The Owner shall employ a professional engineer registered in the State of Florida to oversee the Work. ARTICLE 14 - APPLICATIONS FOR PAYMENT 14.1. The Contractor's applications for payment are to be accompanied by such certificates or documents as may be reasonably required. The Owner shall forward a copy of such certificates or documents as may be reasonably required to the Florida Department of Environmental Protection. ARTICLE 15 - ACCESS TO RECORDS 15.1. Authorized representatives of the Owner, the Florida Department of Environmental Protection, and the United States Environmental Protection Agency shall have access to, for the purpose of inspection, any books, documents, papers, and records of the Contractor that are pertinent to this Agreement/Contract. The Contractor shall retain all books, documents, papers, and records pertinent to this Agreement/Contract for a period of three years after receiving and accepting final payment under this Agreement/Contract. ARTICLE 16 - ACCESS TO WORK SITE(S) 16.1. Authorized representatives of the Owner, the Florida Department of Environmental Protection (FDEP), and the United States Environmental Protection Agency (USEPA) shall have access to the Work site(s) at any reasonable time. The Contractor shall cooperate (including making available working copies of documents and supplementary materials) during Work site inspections conducted by the Owner, the FDEP, or the USEPA. FDEP-10 Revision 4 September 1999 NOTE: Articles 17, 18 19 and Appendix A only apply to Federal CAP Grant Projects. ARTICLE 17 - MINORITY AND WOMEN'S BUSINESS ENTERPRISES 17.1. A goal of * percent of the Contract Price is established for Minority Business Enterprise (MBE) participation in the Work, and a goal of * percent of the Contract Price is established for Women's Business Enterprise (WBE) participation in the Work. If bidders or prospective contrators (including the Contractor) intend to let any lower -tier goods or services (including construction) subcontracts for any portion of the Work, they shall physically include these percentage goals for MBE and WBE participation in all solicitations for subcontracts and shall take affirmative steps to assure that MBEs and WBEs are utilized, when possible, as sources of goods and services. Affirmative steps are to include the following: (a) including small, minority, and women's businesses on solicitation lists; (b) assuring that small, minority, and women's businesses are solicited whenever they are potential sources; (c) dividing total requirements, when economically feasible, into small tasks or quantities to permit maximum participation by small, minority, and women's businesses; (d) establishing delivery schedules, when requirements permit, that will encourage participation by small, minority, and women's businesses; and (e) using the services of the Small Business Administrative and the Office of Minority Business Enterprise of the United States Department of Commerce as appropriate. *The percentage goals for MBE and WBE participation are to be inserted by the Owner and are to be based upon the percentage goals that have been, or will be, stipulated in the State revolving fund loan agreement for the Owner's FDEP-assisted Project. 17.2. Within ten calendar days after being notified of being the apparent Successful Bidder, the apparent Successful Bidder shall submit to the Owner documentation of the affirmative steps it has taken to utilize Minority and Women's Business Enterprises (MBEs and WBEs) in the Work and documentation of its intended use of MBEs and WBEs in the Work. The Owner shall keep this documentation on file and shall forward to the Florida Department of Environmental Protection a copy of the apparent Successful Bidder's documentation concerning its intended use of MBEs and WBEs in the Work. 17.3. Minority and Women's Business Enterprise (MBE and WBE) participation in the Work is to be considered in the award of this Agreement/Contract. The Owner shall not execute this Agreement/Contract until the Florida Department of Environmental Protection has approved the extent of MBE and WBE participation in the Work. ARTICLE 18 - VIOLATING FACILITIES (SECTION 306 OF THE CLEAN AIR ACT, SECTION 508 OF THE CLEAN WATER ACT, AND EXECUTIVE ORDER 11738) 18.1. The Contractor, and all subcontractors at any tier, shall comply with all applicable standards, orders, or requirements issued under Section 306 of the Clean Air Act (42 U.S.C. 1857[h]), Section 508 of the Clean Water Act (33 U.S.C. 1368), Executive Order 11738 (Administration of the Clean Air Act and the Federal Water Pollution Control Act with Respect to Federal Contracts, Grants, or Loans), and 40 CFR Part 15, which prohibit the use, under nonexempt Federal contracts, grants, or loans, of facilities included on the United States Environmental Protection Agency's List of Violating Facilities. FDEP-1 1 Revision 4 September 1999 18.2. In accordance with 40 CFR Part 15, if the price of this Agreement/Contract exceeds $100,000 and/or if this Agreement/Contract is otherwise nonexempt from 40 CFR Part 15, the Contractor agrees to the following: 18.2.1. the Contractor will not use any facility on the United States Environmental Protection Agency's List of Violating Facilities in the performance of this Agreement/Contract for the duration of time that the facility remains on the List; 18.2.2. the Contractor will notify the Florida Department of Environmental Protection/United States Environmental Protection Agency (USEPA) if a facility it intends to use in the performance of this Agreement/Contract is on the USEPA's List of Violating Facilities or if it knows that a facility it intends to use in the performance of this Agreement/Contract has been recommended to be placed on the USEPA's List of Violating Facilities; and 18.2.3. in the performance of this Agreement/Contract, the Contractor will comply with all requirements of the Clean Air Act and the Clean Water Act, including the requirements of Section 114 of the Clean Air Act and Section 308 of the Clean Water Act, and all applicable clean air standards and clean water standards. 18.3. If the Contractor, or any subcontractor at any tier, awards any lower -tier goods or services (including construction) subcontracts for any portion of the Work, it shall physically include in all such subcontracts the following provision: 1 X.3.1. The Subcontractor shall comply with all applicable standards, orders, or requirements issued under Section 306 of the Clean Air Act (42 U.S.C. 1857[h]), Section 508 of the Clean Water Act (33 U.S.C. 1368), Executive Order 11738 (Administration of the Clean Air Act and the -Federal Water-P-olluti Control-Act-with-Respect-to-Feder$f-Contracts; Grants-, or -Loans), and 40 CFR Part 15, which prohibit the use, under nonexempt Federal contracts, grants, or loans, of facilities included on the United States Environmental Protection Agency's (USEPA's) List of Violating Facilities. In accordance with 40 CFR Part 15, if the price of this Subcontract exceeds $100,000 and/or if this Subcontract is otherwise nonexempt from 40 CFR Part 15, the Subcontractor agrees to the following: (a) the Subcontractor will not use any facility on the USEPA's List of Violating Facilities in the performance of this Subcontract for the duration of time that the facility remains on the List; (b) the Subcontractor will notify the Florida Department of Environmental Protection/USEPA if a facility it intends to use in the performance of this Subcontract is on the USEPA's List of Violating Facilities or if it knows that a facility it intends to use in the performance of this Subcontract has been recommended to be placed on the USEPA's List of Violating Facilities; and (c) in the performance of this Subcontract, the Subcontractor will comply with all requirements of the Clean Air Act and the Clean Water Act, including the requirements of Section 114 of the Clean Air Act and Section 308 of the Clean Water Act, and all applicable clean air standards and clean water standards. In addition, if the Subcontractor awards any lower -tier goods or services (including construction) subcontracts under this Subcontract, the Subcontractor shall physically include this provision in all such subcontracts. FDEP- 12 Revision 4 September 1999 ARTICLE 19 - DEBARMENT AND SUSPENSION (EXECUTIVE ORDER 12549) 19.1. If the price of this Agreement/Contract equals or exceeds $25,000, the Owner shall not award this Agreement/Contract, nor permit any lower -tier goods or services (including construction) subcontract with a price equaling or exceeding $25,000 to be awarded, to any party that is debarred or suspended or is otherwise excluded from, or ineligible for participation in, Federal assistance programs under Executive Order 12549 (Debarment and Suspension). 19.2. The attention of all bidders or prospective contractors (including the Contractor) is directed to the certification/clause entitled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transactions", which has been extracted from Appendix B to 40 CFR Part 32 and included as Appendix A to these Supplementary Conditions. The certification/clause entitled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transactions" is applicable to this Agreement/Contract if the price of this Agreement/Contract equals or exceeds $25,000. 19.3. If bidders or prospective contractors (including the Contractor), or any prospective subcontractors at any tier, intend to let any lower -tier goods or services (including construction) subcontracts for any portion of the Work, they shall physically include the certification/clause entitled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transactions", which is included as Appendix A to these Supplementary Conditions, in all lower -tier goods and services (including construction) subcontracts with a price equaling or exceeding $25,000 and in all solicitations for such subcontracts. ARTICLE 20 - EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246) 20.1. If the price of this Agreement/Contract exceeds $10,000, the Contractor, and each construction subcontractor awarded a lower -tier construction subcontract with a price exceeding $10,000, shall comply with Executive Order 11246 of September 24, 1965 (Equal Employment Opportunity), as amended by Executive Order 11375 of October 13, 1967, and as supplemented in United States Department of Labor regulations (41 CFR Part 60). 20.2. The attention of all bidders or prospective contractors (including the Contractor) is directed to the following, all of which are applicable to this Agreement/Contract if the price of this Agreement/Contract exceeds $10,000: 20.2.1. the "Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246)", which has been extracted from 41 CFR 60-4.2(d) and included as Appendix B to these Supplementary Conditions; 20.2.2. the "Goals and Timetables for Minorities and Females", which are included as Appendix C to these Supplementary Conditions; 20.2.3. the "Equal Opportunity Clause", which has been extracted from 41 CFR 60-1.4(b) and included as Appendix D to these Supplementary Conditions; FDEP-13 Revision 4 September 1999 20.2.4. the "Notice to Be Posted", which has been extracted from 41 CFR 60-1.42(a) and included as Appendix E to these Supplementary Conditions; 20.2.5. the "Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246)", which have been extracted from 41 CFR 60-4.3(a) and included as Appendix F to these Supplementary Conditions; 20.2.6. the "Certification of Compliance with 41 CFR 60-1.7: Reports and Other Required Information", which is required by 41 CFR 60-1.7(b) and is included as Appendix G to these Supplementary Conditions; and 20.2.7. the "Certification of Nonsegregated Facilities", which is required by 41 CFR 60-1.8(b) and is included as Appendix H to these Supplementary Conditions. 20.3. If bidders or prospective contractors (including the Contractor), or any prospective construction subcontractors at any tier, intend to let any lower -tier construction subcontracts for any portion of the Work, they shall physically include in all lower -tier construction subcontracts with a price exceeding $10,000 and in all solicitations for such subcontracts the "Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246)", the "Goals and Timetables for Minorities and Females", the "Equal Opportunity Clause", the "Notice to Be Posted", the "Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246)", the "Certification of Compliance with 41 CFR 60-1.7: Reports and Other Required Information", and the Certification of Nonsegregated Facilities", which are included as Appendices B through H to these Supplementary Conditions. 20.4. If the price of this Agreement/Contract exceeds $10,000, all bidders shall complete and submit to the Owner, with their bids-;-the-"Certification of Compliance with -41 Reports- and -Other Required Information", which is included as Appendix G to these Supplementary Conditions. In addition, if bidders (including the Contractor), or any prospective construction subcontractors at any tier, intend to let any lower -tier construction subcontracts for any portion of the Work, they shall obtain the "Certification of Compliance with 41 CFR 60-1.7: Reports and Other Required Information" from each prospective construction subcontractor that may be awarded a lower -tier construction subcontract with a price exceeding $10,000 and shall do so at the time bids or offers for each such subcontract are received or at the outset of negotiations for each such subcontract. 20.5. If the price of this Agreement/Contract exceeds $10,000, the apparent Successful Bidder shall complete and submit to the Owner, within ten calendar days after being notified of being the apparent Successful Bidder, the "Certification of Nonsegregated Facilities", which is included as Appendix H to these Supplementary Conditions. In addition, if the Contractor, or any construction subcontractor at any tier, intends to let any lower -tier construction subcontracts for any portion of the Work, it shall obtain the "Certification of Nonsegregated Facilities" from each prospective construction subcontractor that will be awarded a lower -tier construction subcontract with a price exceeding $10,000 and shall do so before awarding each such subcontract. FDEP-14 Revision 4 September 1999 20.6. If the price of this Agreement/Contract exceeds $10,000, the Owner shall give written notice to the Director of the Office of Federal Contract Compliance Programs within ten working days of award of this Agreement/Contract. The notice is to include the name, address, and telephone number of the Contractor; the employer identification number of the Contractor; the dollar amount of this Agreement/Contract; the estimated starting and completion dates of this Agreement/Contract; the number of this Agreement/Contract; and the geographical area in which the Work is to be performed. If the price of this Agreement/Contract equals or exceeds $50,000 and if the Contractor has 50 or more employees, the Contractor shall file with the Florida Department of Environmental Protection (FDEP)/United States Environmental Protection Agency (USEPA), within 30 calendar days after the award of this Agreement/Contract, a report on Standard Form 100 (EEO -1), which has been promulgated jointly by the Office of Federal Contract Compliance Programs, the Equal Employment Opportunity Commission, and Plans for Progress, unless the Contractor has submitted such a report within 12 months preceeding the date of award of this Agreement/Contract. In addition, the Contractor shall ensure that each construction subcontractor having 50 or more employees and a lower -tier construction subcontract with a price equaling or exceeding $50,000 also files with the FDEP/USEPA, within 30 calendar days after the award to it of the lower -tier construction subcontract, a report on Standard Form 100 (EEO -1) unless the construction subcontractor has submitted such a report within 12 months preceding the date of award of the lower -tier construction subcontract. (Subsequent reports are to be submitted annually in accordance with 41 CFR 60-1.7(a) or at such other intervals as the Director of the Office of Federal Contract Compliance Programs may require.) FDEP-1 5 Revision 4 September 1999 NOTE: Articles 17, 18 19 and Appendix A only apply to Federal CAP Grant Projects. APPENDIX A TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SUPPLEMENTARY CONDITIONS CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION - LOWER TIER COVERED TRANSACTIONS [Note: This certification/clause has been extracted from Appendix B to 40 CFR Part 32 and is applicable to all FDEP-assisted goods and services (including construction) contracts and subcontracts with a price equaling or exceeding $25,000; this certification/clause is to be included in all FDEP-assisted goods and services (including construction) contracts and subcontracts with a price equaling or exceeding $25,000 and in all solicitations for such contracts and subcontracts.] Instructions for Certification 1. By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below. 2. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. 3. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal _is_submitted_if_at_any time the prospective lower tier participanUe_arns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. 4. The terms "covered transaction", "debarred", "suspended", "ineligible", "lower tier covered transaction", "participant", "person", "primary covered transaction", "principal", "proposal", and "voluntarily excluded", as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. 5. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. 6. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transactions", without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions. FDEP-16 Revision 4 September 1999 7. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Nonprocurement List. 8. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. 9. Except for transactions authorized under paragraph 5 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transactions (1) The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency. (2) Vvnere the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. (3) The prospective lower -tier participant also certifies that it and its principals: (a) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State anti-trust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (b) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (3)(a) of this certification; and (c) Have not within a three-year period preceding this proposal had one or more public transactions (Federal, State or local) terminated for cause or default. Where the prospective lower -tier participant is unable to certify to any of the above, such prospective participant shall attach an explanation to this proposal. FDEP-17 Revision 4 September 1999 APPENDIX B TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SUPPLEMENTARY CONDITIONS NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246) [Note: This notice has been extracted from 41 CFR 60-4.2(d) and is applicable to all FDEP-assisted construction contracts and subcontracts with a price exceeding $10,000; this notice is to be included in all FDEP-assisted construction contracts and subcontracts with a price exceeding $10,000 and in all solicitations for such contracts and subcontracts.] 1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Specifications" set forth herein. 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on on all construction work in the covered area, are as follows: Timetables Goals for minority Goals for female participation for each participation in each trade trade Insert goals for each year. Insert goals for each year. These goals are applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals for both its federally involved and nonfederally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. FDEP-18 Revision 4 September 1999 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the subcontract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the "covered area" is (insert description of the geographical areas where the contract is to be performed giving the state, county and city, if any) FDEP-19 Revision 4 September 1999 APPENDIX C TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SUPPLEMENTARY CONDITIONS GOALS AND TIMETABLES FOR MINORITIES AND FEMALES [Note: These goals and timetables are the goals and timetables referred to in Paragraph 2 of the "Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246)"; these goals and timetables are to be included in all FDEP-assisted construction contracts and subcontracts with a price exceeding $10,000 and in all solicitations for such contracts and subcontracts.] Appendix A The following goals and timetables for female utilization shall be included in all Federal and federally assisted construction contracts and subcontracts in excess of $10,000. The goals are applicable to the contractor's aggregate on -site construction workforce whether or not part of that workforce is performing work on a Federal or federally -assisted construction contract or subcontract. Area covered: Goals for Women apply nationwide. Goals and Timetables Timetable Goals (percent) Indefinite 6.9 Appendix B-80 Until further notice, the following goals for minority utilization in each construction craft and trade shall be included in all Federal or federally assisted construction contracts and subcontracts in excess of $10,000 to be performed in the respective geographical areas. The goals are applicable to each nonexempt contractor's total onsite construction workforce, regardless of whether or not part of that workforce is performing work on a Federal, federally assisted or nonfederally related project, contract or subcontract. Construction contractors which are participating in an approved Hometown Plan (see 41 CFR 60-4.5) are required to comply with the goals of the Hometown Plan with regard to construction work they perform in the area covered by the Hometown Plan. With regard to all their other covered construction work, such contractors are required to comply with the applicable SMSA or EA goal contained in this Appendix B-80. FDEP-20 Revision 4 September 1999 Economic Areas State Goal (percent) Florida 041 Jacksonville, FL: SMSA Counties: 2900 Gainesville, FL 20.6 FL - Alachua 3600 Jacksonville, FL 21.8 FL - Baker, Clay, Duval, Nassau, St. Johns Non-SMSA Counties 22.2 FL - Bradford, Columbia, Dixie, Gilchrist, Hamilton, LaFayette, Levy, Marion, Putnam, Suwannee, Union; GA - Brantley, Camden, Charlton, Glynn, Pierce, Ware 042 Orlando - Melbourne - Daytona Beach, FL: SMSA Counties: 2020 Daytona Beach, FL 15.7 FL - Volusia 4900 Melbourne - Titusville - Cocoa, FL 10.7 FL - Brevard 5960 Orlando, FL 15.5 FL - Orange, Osceola, Seminole Non-SMSA Counties 14.9 FL - Flagler, Lake, Sumter 043 Miami - Fort Lauderdale, FL: SMSA Counties: 2680 Fort Lauderdale - Hollywood, FL 15.5 FL - Broward 5000 Miami, FL 39.5 FL - Dade 8960 West Palm Beach - Boca Raton, FL 22.4 FL - Palm Beach Non-SMSA Counties 30.4 FL - Glades, Hendry, Indian River, Martin, Monroe, Okeechobee, St. Lucie FDEP-21 Revision 4 September 1999 Economic Areas State Goal (percent) Florida - continued 044 Tampa - St. Petersburg, FL: SMSA Counties: 1140 Bradenton, FL 15.9 FL - Manatee 2700 Fort Myers, FL 15.3 FL - Lee 3980 Lakeland - Winter Haven, FL 18.0 FL - Polk 7510 Sarasota, FL 10.5 FL - Sarasota 8280 Tampa - St. Petersburg, FL 17.9 FL - Hillsborough, Pasco, Pinellas Non-SMSA Counties 17.1 FL - Charlotte, Citrus, Collier, DeSoto, Hardee, Hernando, Highlands 045 Tallahassee, FL: SMSA Counties: 8240 Tallahassee, FL 24.3 FL - Leon, Wakulla Non-SMSA Counties 29.5 FL - Calhoun, Franklin, Gadsden, Jackson, Jefferson, Liberty, Madison, Taylor 046 Pensacola - Panama City, FL: SMSA Counties: 6015 Panama City, FL 14.1 FL - Bay 6080 Pensacola, FL 18.3 FL - Escambia, Santa Rosa Non-SMSA Counties 15.4 FL - Gulf, Holmes, Okaloosa, Walton, Washington FDEP-22 Revision 4 September 1999 APPENDIX D TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SUPPLEMENTARY CONDITIONS EQUAL OPPORTUNITY CLAUSE [Note: This clause has been extracted from 41 CFR 60-1.4(b) and is applicable to all FDEP-assisted construction contracts and subcontracts with a price exceeding $10,000; this clause is to be included in all FDEP-assisted construction contracts and subcontracts with a price exceeding $10,000 and in all solicitations for such contracts and subcontracts.] During the performance of this contract, the contractor agrees as follows: (1) The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contra state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, or national origin. (3) The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice to be provided advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (4) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. (5) The contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, regulations, and orders. (6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies FDEP-23 Revision 4 September 1999 invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. FDEP-24 Revision 4 September 1999 (7) The contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, That in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the contractor may request the United States to enter into such litigation to protect the interests of the United States. FDEP-25 Revision 4 September 1999 APPENDIX E TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SUPPLEMENTARY CONDITIONS NOTICE TO BE POSTED [Note: This notice has been extracted from 41 CFR 60-1.42(a) and is the notice referred to in Paragraphs (1) and (3) of the "Equal Opportunity Clause"; this notice is to be included in all FDEP-assisted construction contracts and subcontracts with a price exceeding $10,000 and in all solicitations for such contracts and subcontracts.] EQUAL EMPLOYMENT OPPORTUNITY IS THE LAW - DISCRIMINATION IS PROHIBITED BY THE CIVIL RIGHTS ACT OF 1964 AND BY EXECUTIVE ORDER NO. 11246 Title VI of the Civil Rights Act of 1964 - Administered by: THE EQUAL EMPLOYMENT OPPORTUNITY COMMISSION Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin by Employers with 75 or more employees, by Labor Organizations with a hiring hall of 75 or more members, by Employment Agencies, and by Joint Labor -Management Committees for Apprenticeship or Training. After July 1, 1967, employers and labor organizations with 50 or more employees or members will be covered; after July 1, 1968, those with 25 or more will be covered. ANY PERSON Who believes he or she has been discriminated against SHOULD CONTACT THE EQUAL EMPLOYMENT OPPORTUNITY COMMISSION 2401 E Street NW, Washington, D.C. 20506 Executive Order No. 11246 - Administered by: THE OFFICE OF FEDERAL CONTRACT COMPLIANCE PROGRAMS Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin, and requires affirmative action to ensure equality of opportunity in all aspects of employment. By all Federal Government Contractors and Subcontractors, and by Contractors Performing Work Under a Federally Assisted Construction Contract, regardless of the number of employees in either case. ANY PERSON Who believes he or she has been discriminated against SHOULD CONTACT THE OFFICE OF FEDERAL CONTRACT COMPLIANCE PROGRAMS U.S. Department of Labor, Washington, D.C. 20210 FDEP-26 Revision 4 September 1999 APPENDIX F TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SUPPLEMENTARY CONDITIONS STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS (EXECUTIVE ORDER 11246) [Note: These specifications have been extracted from 41 CFR 60-4.3(a) and are applicable to all FDEP-assisted construction contracts and subcontracts with a price exceeding $10,000; these specifications are to be included in all FDEP-assisted construction contracts and subcontracts with a price exceeding $10,000 and in all solicitations for such contracts and subcontracts.] 1. As used in these specifications: a. "Covered area" means the geographical area described in the solicitation from which this contract resulted; b. "Director" means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number" means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. d "Minority" includes: (i) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification). 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in FDEP-27 Revision 4 September 1999 accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through p of these specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction Contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is being performed. Goals are published periodically in the FEDERAL REGISTER in notice form, and such notices may be obtained from any Office of Federal Contract Compliance Programs office or from Federal procurement contracting officers. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regu...Lions promulgated pursuant thereto. 6. - - - In_orderfor the nonworking -training hours-ofappren-tices- and trainees -to -be counted --in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, and other on -site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. FDEP-28 Revision 4 September 1999 b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. 1. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, etc.; by specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these items with onsite supervisory personnel such as Superintendents, General Foremen, etc., prior to the initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. FDEP-29 Revision 4 September 1999 i. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work force. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. 1. Conduct, at least annually, an inventory and evaluation at least of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc., such opportunities. m. Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. Ensure that all facilities and company activities are nonsegregated except that separate or single -user toilet and necessary changing facilities shall be provided to assure privacy between the_ sexes. o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations. p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor -union, contractor -community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of these Specifications provided that the contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. FDEP-30 Revision 4 September 1999 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non -minority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246. 12. The Contractor shall carry out such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Executive Order 11246, as amended. 13. The Contractor, in fulfilling its obligation under these specifications, shall implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph 7 of these specific ::ions, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). FDEP-31 Revision 4 September 1999 on the Drawings and included in the Specifications will be deemed to be included in the Contract combined unit and lump sum items installed and accepted. 1.04 WORK SEQUENCING AND PHASING A. Upon Notice to Proceed, CONTRACTOR shall commence installation of reclaimed water main from the northern Village limits and proceed towards the south. END OF SECTION Project 01-1588.04 01010-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01020 ALLOWANCE ACCOUNT PART 1 - GENERAL The work described in this section is not to be confused with the responsibilities of the CONTRACTOR assigned in the Supplementary Conditions, 1.07 6.20 Safety and Protection, Section 02203 Structural Excavation, Backfill and Compaction, or for the work of traffic police during daily operations. 1.02 DESCRIPTION A. Cash Allowances: The bidder shall include in his Base Bid allowances as shown in the Allowance Items of the Bid List in the Proposal. The account will be for Work of the Utility Companies, as requested by the ENGINEER, for Village of Key Biscayne Police Department Assistance, as Requested by the ENGINEER, or the OWNER, or for other expenses as requested by the OWNER. B. Cash allowance invoices shall include the complete cost for these items. C. The work must be pre -approved by the ENGINEER. The CONTRACTOR shall not mark up the cost of these items for payment. Receipts of payment shall accompany any invoice for this work. 1.03 ADJUSTMENTS A '* the costs, when determined, vary from the allowances specified above, the Contract sum will be adjusted accordingly by Change Order. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01020-1 Village of Key Biscayne SECTION 01024 MEASUREMENT AND PAYMENT PART 1 -- GENERAL 1.01 SCOPE A. Payment for all work under this contract shall be made in accordance with the provisions of the general covenants and conditions based on the specific provisions of this section of the specifications. It is intended that all work required to provide a complete and working system, acceptable to the engineer, would be included in the various bid items described below. PART 2 — PAYMENT ITEMS 2.01 Reclaimed Water Distribution System A. The format for Payment Requests shall be as directed by the ENGINEER. This shall include the level of breakdown and grouping of payment items. B. Measurement: Measurement of work for payment will be made under this contract. All labor, materials, and work performed for construction of the facilities shall be included in the aggregate price entered in the Proposal for each bid item. C Item 1 Maintenance of Traffic, will be paid for at a lump sum price. D. Item 2 Furnish and Install 1 -inch Purple Polyethylene Tubing SDR 9 — 200 psi CTS VOD, will be paid for at the unit price bid times the number of linear feet of pipe required. E. Item 3 Furnish and Install 1 -1/2 -inch Purple Polyethylene Tubing SDR 9 — 200 psi CTS VOD, will be paid for at the unit price bid times the number of linear feet of pipe required. F. Item 4 Furnish and Install 2 -inch Purple Polyethylene Tubing SDR 9 — 200 psi CTS VOD, will be paid for at the unit price bid times the number of linear feet of pipe required. G. Item 5 Furnish and Install 4 -inch Purple PVC C-900 Reclaimed Water Mains, will be paid for at the unit price bid times the number of linear feet of pipe required. H. Item 6 Furnish and Install 6 -inch Purple PVC C-900 Reclaimed Water Mains, will be paid for at the unit price bid times the number of linear feet of pipe required. I. Item 7 Furnish and Install 12 -inch Purple PVC C-900 Reclaimed Water Mains, will be paid for at the unit price bid times the number of linear feet of pipe required. Project 01-1588.04 01024-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1 -inch Service Connection including Meter Box, Valves, Corp Stops, Curb J. Item 8 Stops, Tail Piece, Service Saddles, etc., will be paid for at the unit price bid times the number of service connections required. 1 -1/2 -inch Service Connection including Meter Box, Valves, Corp Stops, K. Item 9 Curb Stops, Tail Piece, Service Saddles, etc., will be paid for at the unit price bid times the number of service connections required. 2 -inch Service Connection including Meter Box, Valves, Corp Stops, Curb L. Item 10 Stops, Tail Piece, Service Saddles, etc., will be paid for at the unit price bid times the number of service connections required. 4 -inch Service Connection including Meter Box, Valves, Corp Stops, Curb M. Item 11 Stops, Tail Piece, Service Saddles, etc., will be paid for at the unit price bid times the number of service connections required. N. Item 12 Furnish and Install 4 -inch Gate Valves, will be paid for at the unit price bid times the number of valves required. 0. Item 13 Furnish and Install 6 -inch Gate Valves, will be paid for at the unit price bid times the number of valves required. P. Item 14 Furnish and Install 12 -inch Gate Valves, will be paid for at the unit price bid times the number of valves required. Q. Item 15 Furnish and Install 12 -inch Air Release Valves, will be paid for at the unit price bid times the number of air release valves required. Item 16 Furnish and Install (12" X 4") Tees, will be paid for at the unit price bid times the number of tees required. Item 17 Furnish and Install (12" X 6") Tees, will be paid for at the unit price bid times the number of tees required. T Item 18 Furnish and Install (12" X 12") Tees, will be paid for at the unit price bid times the number of tees required. U Item 19 Furnish and Install (6" — 45°) Bends, will be paid for at the unit price bid times the number of bends required. V Item 20 Furnish and Install (12" — 22.5°) Bends, will be paid for at the unit price bid times the number of bends required. W Item 21 Furnish and Install (12" — 45°) Bends, will be paid for at the unit price bid times the number of bends required. X. Item 22 Furnish and Install (12" — 90°) Bends, will be paid for at the unit price bid times the number of bends required. Y Item 23 Furnish and Install 12 -inch Plugs, will be paid for at the unit price bid times the number of plugs required. Project 01-1588.04 01024-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Z. Item 24 Overlay (1 -1/2 -inch S-3 Asphalt) All Asphalt Roadway within Project Limits, will be paid for at the lump sum price. AA. Item 25 Asphalt/Concrete/Brick Driveway/Road Restoration, will be paid at the lump sum price. This work included the restoration of the roadway base, subgrade and asphalt within the project areas. BB. Item 26 Landscaping/Sod Restoration, will be paid for at the lump sum price. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01024-3 Village of Key Biscayne SECTION 01025 APPLICATION FOR PAYMENT PART 1 - GENERAL 1.01 GENERAL A. Submit applications for payment to ENGINEER in accordance with provisions of General Conditions and Agreement between OWNER and CONTRACTOR. 1.02 FORMAT AND DATA REQUIRED A. Submit itemized application typed on approved Application for Payment Forms and continuation sheets. B. Format, Schedules, Line Items and Values: Complete submittal based on approved Schedule of Values as described in Section 01370. 1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: Fill in required information, including Change Orders executed before date of submittal of application. 2. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets. 3. Execute certification with signature of responsible officer of Contract firm. B. Continuation Sheets: 1. Fill in total list of all scheduled component items of Work, with item number and scheduled dollar value for each item. 2. Fill in dollar value in each column for each scheduled line item when Work has been performed or products stored. 3. List each Change Order executed before date of submission, at end of continuation sheets. List by Change Order Number, and description, as for original component item of Work. 1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When OWNER or ENGINEER requires substantiating data, submit appropriate information, with cover letter identifying: 1. Project. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01025-1 Village of Key Biscayne 2. Application number and date. 3. Detailed list of enclosures. 4. Stored products including: a. Invoices, and item number and identification as shown on application. b. Description of specific material. B. Submit one copy of data and cover letter for each copy of application. 1.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Fill in application form as specified for progress payments. B. Use continuation sheet for presenting final statement of accounting as specified in Section 01700, Contract Closeout. 1.06 SUBMITTAL PROCEDURE A. Submit Applications for Payment to ENGINEER at times stipulated in General Conditions and Agreement. Number: Submit six copies. r is C. When ENGINEER finds application properly completed and correct,_ ENGINEER will transmit certified application to OWNER, with copy to CONTRACTOR. END OF SECTION Project 01-1588.04 01025-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01028 CHANGES IN THE WORK PART 1 - GENERAL 1.01 RELATED REQUIREMENTS A. Comply with applicable provisions of General Conditions and agreement between OWNER and CONTRACTOR. 1.02 SUBMITTALS A. Submit name of the individual authorized to accept changes, and to be responsible for informing others in CONTRACTOR's employ of changes in the Work. 1.03 DEFINITIONS A. Change Order: See General Conditions. B. Construction Change Authorization: Written order to CONTRACTOR, signed by OWNER and ENGINEER, which amends Contract Documents as described, and authorizes CONTRACTOR to proceed with change that affects Contract Sum or Contract Time, for inclusion in subsequent Change -rder. C. ENGINEER's Supplemental Instructions: Written order, instructions, or interpretations, signed by ENGINEER, making minor changes in Work not involving change in Contract sum or Contract Time. 1.04 DOCUMENTATION OF CHANGE IN CONTRACT SUM AND CONTRACT TIME A. Maintain detailed records of work done on a time and material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs of changes in the Work. B. Document each quotation for a change in cost or time with sufficient data to allow evaluation of the quotation. C. Provide data to support computations including: 1. Quantities of products, labor, and equipment. 2. Taxes, insurance and bonds. 3. Overhead and profit. 4. Justification for any change in Contract Time. 5. Credit for deletions from Contract, similarly documented. Project 01-1588.04 01028-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System D. Support each request for additional cost for work done on a time and material basis, with additional information including: 1. Origin and date of request. 2. Dates and times work was performed, and by whom. 3. Time records and wage rates paid. 4. Invoices and receipts for product, equipment, and subcontracts, similarly documented. 1.05 PRELIMINARY PROCEDURES A. OWNER or ENGINEER may submit to the CONTRACTOR a change proposal request which includes detailed description of change with supplementary or revised Drawings and Specifications, the projected time for executing the change, and the period of time during which the requested price will be considered valid. B. CONTRACTOR may initiate a change by submittal of a request to ENGINEER describing the proposed change with a statement of the reason for the change, and the effect on Contract Sum and Contract Time with full documentation and a statement of the effect on Work of separate contractors. 1.06 CONSTRUCTION CHANGE AUTHORIZATION A. ENGINEER may issue a Change Authorization Form, signed by the OWNER, instructing CONTRACTOR to proceed with a change in the Work, for inclusion in a subsequent Change Order. B. Promptly execute the change in Work. 1.07 LUMP SUM CHANGE ORDER A. The Change Order will be based on Change Proposal Request and CONTRACTOR's lump sum quotation. 1.08 UNIT PRICE CHANGE ORDER A. For pre -determined unit prices and quantities, Change Proposal Request/Change Order will be executed on a lump sum basis. B. For unit costs or quantities of units of work that are not predetermined, execute Work under a not -to -exceed Change Proposal Request. Changes in Contract Sum or Contract time will be computed as specified for time and material Change Order. 1.09 TIME AND MATERIAL CHANGE ORDER A. Submit itemized account and supporting data after completion of change, within time limits in the General Conditions. B. ENGINEER will determine the change allowable in Contract Sum and Contract Time as provided in the General Conditions. Project 01-1588.04 01028-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.10 EXECUTION OF CHANGE ORDERS A. ENGINEER will prepare all Change Orders and will issue Change Orders for signatures of parties as provided in General Conditions. 1.11 CORRELATION OF CONTRACTOR SUBMITTALS A. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum as shown on Change Order. B. Promptly revise Progress Schedules to reflect any change in Contract Time, revise subschedules to adjust times for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. END OF SECTION Project 01-1588.04 01028-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01040 COORDINATION PART 1 - GENERAL 1.01 PRECONSTRUCTION MEETING A. Prior to commencement of work, a preconstruction meeting will be held in compliance with the applicable provisions of Section 01200, for the purpose of clarifying the administrative procedures for prosecution of the work and explaining any requirements of the Contract Documents that are not understood. 1.02 COORDINATION OF DRAWINGS AND SPECIFICATIONS A. Before execution of Work, review all Drawings and Specifications and immediately report to the ENGINEER, in writing, all errors, discrepancies, and/or omissions discovered and submit one set of Contract Documents marked in red pencil clearly indicating the discrepancies. B. Where variances occur between Drawings and Specifications, between large-scale drawings over small scale, or within either document itself, include the item or arrangement of better quality, greater quantity, or higher cost in Bid Price. ENGINEER will have final decision regarding item and manner in which the work is to be installed. C. Where such variances are encountered, notify ENGINEER for interpretation or decision before proceeding with the work, and such interpretation or decision will be final. D. Compare Drawings and verify the figures before laying out work. The CONTRACTOR will be held responsible for conflicts that might have been avoided by such verification. E. Drawings are diagrammatic and indicate general arrangement of systems and work included in the Contract. 1. Follow Drawings in laying out the work and check Drawings of various trades to verify spaces in which work is to be installed. 2. Notify ENGINEER where space conditions appear inadequate before proceeding. 3. If directed by ENGINEER, make reasonable modifications in layout as needed to prevent conflict with work of various trades or for proper execution of work, without extra charge. 1.03 COORDINATION OF THE WORK A. Coordinate construction activities of the various trades and disciplines to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. Project 01-1588.04 April 2008 Reclaimed Water Distrubition System 01040-1 Village of Key Biscayne B. Verify that characteristics and elements of interrelated operating equipment are compatible. Coordinate work of various trades having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Mechanical/Electrical: 1. Coordinate space requirements and installation of mechanical and electrical work indicated diagrammatically on Drawings. 2. Follow routing shown for pipes, ducts, and conduits, as closely as practicable. 3. Make runs parallel with lines of building. 4. Utilize spaces efficiently to maximize accessibility for other installations, maintenance, and repairs. 5. In finished areas, unless otherwise shown, conceal pipes, ducts, and wiring in construction. 6. Coordinate locations of fixtures and outlets with finish elements. D. Execute cutting and patching to integrate elements of Work, uncover ill-timed, defective, and non -conforming work, provide openings for penetrations of existing surfaces, and provide samples for testing. E Seal penetrations through floors, walls, and ceilings. 1.04 COORDINATION RESPONSIBILITIES A. Subcontractor Coordination: 1. Insure subcontractors are knowledgeable of all provisions of Division 1, General Requirements, and are responsible for conforming to applicable requirements and instructions stated. 2. Assume responsibility for administering Work performed by subcontractors in accordance with Division 1, General Requirements. B. Installation Sequencing: 1. Examine materials and installations performed by other trades before starting next stage or adjacent work. 2. Immediately correct unsatisfactory conditions that hinder or restrict correct installation of next stage or adjacent work. 3. Start of next stage or adjacent work will be construed as acceptance of previous or adjacent work whether or not conditions are satisfactory. Project 01-1588.04 01040-2 Village of Key Biscayne April 2008 Reclaimed Water Distrubition System 4. Any work requiring subsequent removal or replacement due to unsatisfactory or defective work shall be at no expense to the OWNER. 1.05 PROJECT SIGNS A. Subject to prior approval of ENGINEER and OWNER as to size, design, type and location, and local regulations, temporary signs may be erected by the CONTRACTOR and Subcontractor for purposes of identification and for controlling traffic. Any work that requires traffic control will be subject to the U.S. Department of Transportation Federal Highway Administration Manual on Uniform Traffic control Devices, and Florida Department of Transportation Manual on Traffic Control and State Practices, both of the most current editions. B. Furnish, erect, and maintain such signs as may be required by Safety Regulations or as necessary to safeguard life and property. END OF SECTION Project 01-1588.04 01040-3 Village of Key Biscayne April 2008 Reclaimed Water Distrubition System SECTION 01050 FIELD ENGINEERING PART 1 - GENERAL 1.01 SECTION INCLUDES A. Provide field engineering services for project as indicated on Drawings and specified in this Section. 1.02 QUALIFICATIONS OF SURVEYOR OR ENGINEER A. Florida Registered Engineer or Land Surveyor. 1.03 SURVEY REFERENCE POINTS A. Existing basic horizontal and vertical control points are designated on Drawings. All elevations are referred to NGVD 1929. Establish all vertical and horizontal controls required for construction. B. Locate and protect control points prior to starting site work, and preserve permanent reference points during construction. 1. Make no changes or relocations of such points without prior written notice to ENGINEER. z. Report to ENGINEER when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. 3. Require surveyor to replace control points which may be lost or destroyed. Establish replacements based on original survey control. 1.04 PROJECT SURVEY REQUIREMENTS A. Establish a minimum of two permanent bench marks on the project site, all referenced to data established by survey control points. Record locations, with horizontal and vertical data, on Project Record Documents. B. Establish lines and levels, locate and lay out, by instrument and similar appropriate means. 1. Site improvements. 2. Building foundation, column locations, floor levels and roof levels. 3. Controlling lines and levels required for mechanical and electrical trades. C. Verify layouts by same methods from time to time. 1.05 RECORDS A. Maintain a complete, accurate log of control and survey work as it progresses. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01050-1 Village of Key Biscayne B. On completion of foundations and major site improvements, prepare a certified survey showing finished dimensions, locations, angles and elevations of construction. 1.06 SUBMITTALS A. Submit name and address of surveyor or professional engineer to ENGINEER. B. On request of ENGINEER, submit documentation to verify accuracy of field survey work. C. Submit certificate signed and sealed by a State of Florida Professional Land Surveyor certifying that elevations and locations of improvements are in conformance with Contract Documents. END OF SECTION Project 01-1588.04 01050-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01065 PERMITS PART 1 - GENERAL 1.01 GENERAL A. The Contractor shall obtain and pay for all permits and fees in connection with the work. The Contractor shall also initiate the Department's review and secure Department approval prior to commencement of the work. Inspection by Department personnel is required in addition to, not in lieu of, municipal and County department inspections. No project will be accepted until it has passed all inspections, including pavement installation or replacement. B. The Contractor shall familiarize himself with, and comply with, all requirements of required permits. The Contractor's particular attention is called to any Special Conditions of the permits relating to construction procedures, excavation and backfill requirements, open trench restrictions, turbidity control and all other general and special conditions, including 1:10 cement mix and pavement details. In the event any of the conditions of the permits are in conflict with the requirements of these Specifications, the more stringent conditions of the permits shall take precedence. C. Any deviations from the Plans, Specifications or required permits, must first be approved by the Department even if approval for the change has been given by the permitting agency. D. The Contractor shall assume throughout the life of the project all obligations and responsibilities imposed by the permits. E. All surveying required by the project permits will be done by the Contractor's Florida registered Land Surveyor. This includes staking out limits of construction. PART 2 — PRODUCTS (Not Used) PART 3 — EXECUTION (Not Used) END OF SECTION Project 01 -1588.04 01065-1 Village of Key Biscayne April 2008 Reclaimed Water Distribtution System SECTION 01090 REFERENCED STANDARDS PART 1 - GENERAL A. Referenced Standards: Specifications or standards referenced herein shall be the copies or editions current on the date of Advertisement for Bids. In case of a conflict between the referenced specifications or standards, the one having the more stringent requirements shall govern. In case of conflict between the referenced specifications or standards and the Contract Documents, the Contract Documents shall govern. B. Abbreviations: AA - Aluminum Association AAMA - Architectural Aluminum Manufacturers Association AASHTO - American Association of State Highway and Transportation Officials ACI - American Concrete Institute AIEE - American Institute of Electrical Engineers (Now IEEE) AIMA - Acoustical and Insulating Materials Association AISC - American Institute of Steel Construction AISI - American Iron and Steel Institute ANSI - American National Standard Institute 'TA - American Public Transit Association APWA - American Public Works Association ASCE - American Society of Civil Engineers ASHRAE - American Society of Heating, Refrigerating and Air Conditioning Engineers ASME - American Society of Mechanical Engineers ASTM - American Society for Testing and Materials AWPA - American Wood Preservers Association AWPB - American Wood Preservers Bureau AWS - American Welding Society AWWA - American Water Works Association CRSI - Concrete Reinforcing Steel Institute CS - Commercial Standard FM - Factory Mutual Engineering and Research FS - Federal Standard IEEE - Institute of Electrical and Electronic Engineers IPCEA - Insulated Power Cable Engineers Association MIL Military Standardization Documents NAAMM National Association of Architectural Metal Manufacturers NBFU - National Board of Fire Underwriters NBS - National Bureau of Standards NEC National Electrical Code NEMA - National Electrical Manufacturers Association NFPA - National Fire Protection Association NSF National Science Foundation OSHA U.S. Dept. of Labor, Occupational Safety and Health Association PCI - Prestressed Concrete Institute Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01090-1 Village of Key Biscayne SDI - Steel Decks Institute SJI - Steel Joists Institute SMACNA - Sheet Metal and Air Conditioning Contractors' National Association SSPC - Structural Steel Painting Council UL - Underwriter's Laboratories, Inc. END OF SECTION Project 01-1588.04 01090-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01100 SPECIAL PROJECT PROCEDURES PART 1 - GENERAL 1.01 EXISTING BUILDINGS A. Where work of this Project is to be performed in areas of existing improvements, coordinate the work with utilization of such improvements, make provisions to minimize restriction of access to public and private property and facilities, and to minimize disruption of traffic and exercise extreme care to prevent damage to and interference with the existing improvements. 1.02 EXISTING UTILITIES A. Existing utilities and appurtenances indicated on the Drawings were located from existing records. No guaranty is made that all existing facilities are indicated or that those indicated are entirely accurate. Verify the locations, character, and depths of all existing utilities prior to performing any Work. Contact each utility agency to obtain its requirements concerning the work near its facilities and exercise extreme caution to eliminate any possibility of damage to utilities resulting from project operations. The OWNER and ENGINEER will assume no liability for damages sustained or costs incurred because of the CONTRACTOR's operations near existing utilities or structures. The CONTRACTOR hereby agrees that he shall have no claim for delay or for extra compensation and 'L :t he shall have no claims for relief from any obligation or responsibility under the Contract because of any utility pipe or other underground structure encountered. Notify the ENGINEER of any deviation between existing conditions and the Drawings. 1.03 LAND FOR CONSTRUCTION PURPOSES A. The OWNER will approve areas for construction purposes and for the storage of materials and equipment. The CONTRACTOR will make the location of these areas known to the OWNER prior to commencement of construction. Maintain traffic routes between the storage areas and construction sites in good condition, clear of all equipment, materials, etc. for the duration of the Contract. B. Obtain and pay all costs in connection with any work areas, storage sites, access to the construction site or temporary right-of-way which may be required for proper completion of the work. C. Responsibility for protection and safekeeping of equipment and materials at or near construction sites shall be solely that of the CONTRACTOR and no claims shall be made against the OWNER because of any act of an employee or trespasser. Should an occasion arise necessitating access by the OWNER to the sites occupied by the stored equipment and materials, immediately move them. Place no equipment or materials upon public or private property until permission has been received therefore. D. Upon completion of the Contract, remove from the storage areas all equipment, field offices, fencing, surplus materials, rubbish, etc., and leave the areas clean and restored to their original condition. Fill, compact, and resurface all holes or excavations made for fence installation, as directed by the ENGINEER. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01100-1 Village of Key Biscayne 1.04 WATER POLLUTION PREVENTION AND EROSION CONTROL A. When disposing of water from dewatering and other operations, take all actions necessary to prevent contamination of or disturbance to the environment or natural habitat of the properties adjacent to the site, and comply with the requirements and restrictions set by the regulatory agencies having jurisdiction. Schedule and control the operations to confine all runoff water from disturbed surfaces, water from dewatering operations, and water in existing ditches that becomes contaminated with lime silt, muck, and other deleterious matter from the construction operations. B. Provide all temporary materials and operations necessary to attain the required pollution and erosion controls including, but not limited to, temporary seeding, filter blankets, chemicals, temporary dikes and ditches, silt screens, fiber mats, mulches, sod, bituminous spray and other erosion control devices. The pollution control procedures shall include control of lime suspended in water which may flow into canals and ditches and which may require the use of screens, filter blankets, and coagulants within such ditches. Maintain all pollution and erosion prevention procedures, materials, equipment and other related items in an approved condition until notified by the ENGINEER to discontinue such maintenance. C. Where necessary, channel runoff water from construction areas and all water from dewatering operations into temporary stilling Basins. 1.05 COORDINATION WITH TRAFFIC CONTROL AGENCIES A. Perform the work under this Contract with a minimum of interruption to traffic movement on existing crreets and roadways. In order to limit such interruption, coordinate the work with all agencies having jurisdiction and schedule the work so that interruptions are held to a minimum. B. Provide in the work_ schedule_ submittal documentation_of_the_CQNTRACTOR's_coordination_with such agencies and do not deviate from the approved schedule without prior approval therefrom. Provide proper maintenance and control of all traffic in the areas of construction during the course of construction. Furnish and maintain all required traffic control signs and devices, barricades, safety cones, flashers, lights, flambeaus, and similar devices. 1.06 PRECONSTRUCTION CONFERENCE A. Prior to commencement of construction, a preconstruction conference will be held to review CONTRACTOR's construction progress schedule and proposed sequence of construction, to establish procedures for traffic maintenance and control, for handling shop drawings and other submittal and to establish a working understanding between the parties as to the project. B. Prior to the preconstruction conference, submit to the OWNER a construction progress schedule showing chronologically all operations contemplated and necessary for the successful completion of the work within the agreed Contract time and a schedule of shop drawings and submissions. Include a detailed description of the proposed construction procedures showing evidence of coordination and compliance with the requirements of the traffic control agencies. The OWNER reserves the right to make changes to the sequence as necessary to facilitate the work or to minimize any conflict with traffic operations. Project 01-1588.04 01 100-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.07 CONNECTIONS TO EXISTING PIPING A. Perform all connections to existing piping systems in such a manner that no damage and minimal interruption is caused to the existing installation. Repair or replace any damage caused to existing installations at no additional cost to the OWNER. Coordinate operations with the utility company and notify the utility at least 48 hours in advance of any activity that may affect the piping system. 1.08 HYDRAULIC UPLIFT ON STRUCTURES A. Make all necessary provisions to safeguard any structures that may become buoyant during the construction operations due to the groundwater or floods and before the structure is put into operation. Should there be any possibility of buoyancy of a structure; take the necessary steps to prevent its buoyancy either by increasing the structure's weight, by filling it with approved material or other acceptable methods. Repair damage to any structures due to floating or flooding or replace the structures if necessary, at no cost to the OWNER. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01100-3 Village of Key Biscayne SECTION 01 101 MOBILIZATION PART 1 - GENERAL 1.01 DESCRIPTION The work specified in this section consists of the preparatory tasks and operations in mobilizing for the beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies and incidentals to the project site, and for the establishment of temporary offices per section 01590, buildings, safety equipment, Color Audio -Video Taping, first aid supplies, sanitary and other facilities, as required by these specifications, the special conditions, and State and local laws and regulations. The costs of bonds and any required insurance, permits, surveying, shop drawing submittal, and any other pre -construction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included in this section. This work also includes the cost of removing all equipment and materials and restoring the storage and office space sites to original or better condition. The CONTRACTOR shall include in the Mobilization all costs for indemnification, a minimum of $10.00, per General Conditions, Article 6.30, and Florida Statutes Section 725.00. The Village of Key Biscayne will not allow construction office trailers on the key. The CONTRACTOR must provide local offices for the ENGINEER and Himself, as required in section ,1590. The CONTRACTOR will not use or store any materials on public or private property without written permission of the property OWNER. The Village of Key Biscayne shall require from the CONTRACTOR, a copy of all agreements made by the CONTRACTOR with private property owners regarding storage of materials on their property. Some feasible method of equipment and materials storage, acceptable to the ENGINEER, must be submitted by the CONTRACTOR at the pre - construction meeting. No work may be started without an acceptable local storage area. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01101-1 Village of Key Biscayne SECTION 01 102 MAINTENANCE OF TRAFFIC PART 1 - GENERAL 1.01 DESCRIPTION Any work that requires traffic control will be subject to the U.S. Department of Transportation Federal Highway Administration Manual on Uniform Traffic Control Devices, and Florida Department of Transportation Manual on Traffic Control and State Practices, both of the most current editions. Coordination of traffic will be between the CONTRACTOR, and the Village of Key Biscayne Police Department. A Maintenance of Traffic plan must be submitted to the Village of Key Biscayne Police Department, and delivered approved to the ENGINEER, at the Pre -Construction Meeting. The ENGINEER shall then review the plan, as coordination between work in all zones will be required. Both the Police Department and the ENGINEER must approve the plan before any excavation work may begin. The work specified in this section consists of maintaining traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of the work. It shall include the construction and maintenance of any necessary detour facilities; the providing of necessary facilities for access to residences, businesses, etc., along the project; the furnishing, installing and maintaining of traffic control and safety devices during construction; the control of dust and any other special requirements for safe and expeditious movement of traffic as may be called for on the plans or in these complete specifications. The term, Maintenance of Traffic, shall include all of :h facilities, devices, and operations as are required for the safety and convenience of the public as well as for minimizing public nuisance. 1.02 DETOURS OVER EXISTING ROADS AND STREETS When traffic is required to be detoured, by the MOT Traffic Plan or ordered by the Village of Key Biscayne Police Department, over roads or streets outside the project area, the CONTRACTOR shall maintain all signs and other devices placed for the purpose of the detour. The bus routes must be kept open during construction. Deviations ordered to the Maintenance of Traffic Plan to keep the bus routes open, or to relieve traffic congestion due to the construction, will not be considered extra to the Contract sum. The MOT traffic plan should indicate the proposed routes of detour for the busses. The CONTRACTOR will coordinate with the Village of Key Biscayne Police Department for the initial routes. PART 2 - SPECIFIC REQUIREMENTS. 2.01 MAINTENANCE OF ROADWAY SURFACES Staging of materials on the Right -of -Way is permissible for a total distance of no greater than 600 If. Open ditches are permissible for a total distance of no greater than 600 If. All open ditches left overnight must be secured as acceptable to the Village of Key Biscayne Police Department. No exceptions will be made. The CONTRACTOR will be required to notify the residents two days prior to when they intend to begin construction in their area, (please note notification example in Exhibit C.). All lanes that are being used for the maintenance of traffic, including those on detours and Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01102-1 Village of Key Biscayne temporary facilities, shall be adequately maintained, with a substantial surface under all weather conditions. The lanes shall be kept reasonably free of dust and, when necessary to accomplish this, they shall be sprinkled with water, or some other dust palliative shall be applied, the type and frequency of application as per approval of the ENGINEER. The lanes on which traffic is to be maintained shall be constructed of materials compatible to the local conditions. The lanes shall be provided with the drainage facilities necessary to maintain and adequately substantial, smooth riding surface under all weather conditions. Paved surfaces are preferential for lanes of maintenance of traffic, however if traffic is maintained off the edge of pavement, or the width of the lanes forces traffic off of the paved surfaces, any damage to sod, vegetation, trees, driveways, fences or private property will be repaired or replaced, by the CONTRACTOR, to pre -construction condition and this work will not be extra to the Contract Sum. 2.02 NUMBER OF TRAFFIC LANES Except as otherwise specified herein, on the plans, or in the special conditions, the CONTRACTOR shall maintain one lane of traffic in each direction. Two lanes of traffic in each direction shall be maintained at existing four or more lane cross roads, where necessary to avoid undue traffic congestion. Unless otherwise specified, the width of each lane used for maintenance of traffic shall be at least as wide as the traffic lanes existing in the area prior to commencement of construction. Traffic control and warning devices shall not encroach on lanes used for maintenance of traffic. The CONTRACTOR may be allowed to restrict traffic to one-way operation for short periods if adequate means of traffic control are effected and traffic is not unreasonably delayed. When a construction activity requires restricting traffic to one-way operations, the flag persons should have visual Contract with each other. When visual contact is not possible, the CONTRACTOR shall equip flagmen with two-way radios, use flag -carrying, pilot vehicles, or use traffic signals. A traffic police officer will be required when closing lanes on Harbor Drive, West Mashta Drive, West Wood Drive, and Fernwood Drive. The CONTRACTOR must coordinate this work with the Village of Key Biscayne Police Department. No street closings will be allowed. Emergency vehicles must have access to each residence at all times. 2.03 CROSSINGS AND INTERSECTIONS Adequate accommodations for intersecting and crossing traffic shall be provided and maintained and, except where specific permission is given, no road or street crossing the project shall be blocked or unduly restricted. 2.04 ACCESS FOR RESIDENCES AND BUSINESSES The CONTRACTOR shall not isolate residences and places of business. Access shall be provided to all residences and all places of business whenever construction interferes with the existing means of access. The CONTRACTOR will be required to place commercial base material in any driveways affected by the project where considered necessary by the ENGINEER, to provide safe, stable, and reasonable access to residences and businesses. Project 01-1588.04 01102-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 2.05 PROTECTION OF THE WORK FROM INJURY BY TRAFFIC Where traffic would be injurious to a base, surface course or structure, constructed as part of the work, all traffic shall be maintained outside the limits of such areas until the potential for injury no longer exists. 2.06 ALTERNATIVE TRAFFIC CONTROL PLAN In the event that the CONTRACTOR desires to make a conceptual change to the Traffic Control Plan, he must have the plan approved by the Village of Key Biscayne Police Department. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01102-3 Village of Key Biscayne SECTION 01200 PROJECT MEETINGS PART 1 - GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for project meetings including but not limited to: 1. Pre -Construction Meeting. 2. Progress Meetings. 1.02 PRE -CONSTRUCTION MEETING A. The OWNER will schedule a pre -construction conference and organization meeting at a convenient location no later than 10 days after the Award of Contract and prior to commencement of construction activities. The purpose of the meeting will be to review responsibilities and personnel assignments, to clarify the administrative procedures for prosecution of the work and to explain any requirements of the Contract Documents that are not understood. B. _genda: Discuss items of significance that could affect progress including such topics as: 1. The Project Team and its responsibilities. 2. The lines of communication. 3. Project construction schedule and sequence of construction. 4. Payments to the CONTRACTOR. 5. Schedule of Values. 6. Mobilization and staging. 7. Traffic maintenance. 8. Progress meetings. 9. Changes in the work. 10. Substitutions. 1 1. Testing and inspections. 12. Submittal of Shop Drawings, Product Data, and Samples. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01200-1 Village of Key Biscayne 13. Clarifications. 14. Time extensions. 15. Project acceptance procedures. 16. Retainage and final payment. 17. Liquidated damages. 18. Other Division 1 issues as required. 1.03 PROGRESS MEETINGS A. Attend periodic progress meetings held at the project site on a regularly scheduled basis agreed upon by all interested parties at preconstruction meeting. B. Attend special meetings called by the ENGINEER throughout progress of work. C. Meetings will be administered by the ENGINEER. The following list of suggested agenda items may be incorporated into progress meetings as directed by the ENGINEER: 1. Review, approval of minutes of previous meeting. 2. Review of work progress since last meeting. 3. Field observations, problems, and conflicts. 4. Problems that impede construction schedule. 5. Review of off -site fabrication, delivery schedules. 6. Corrective measures and procedures to regain projected schedule. 7. Revision to construction schedule. 8. Coordination of schedules. 9. Review submittal schedules; expedite as required. 10. Maintenance of quality standards. 1 1. Review proposed changes for effect on construction schedule and on completion date. 12. Other business. D. Reporting: Project 01-1588.04 01200-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1 No later than 2 days after each progress meeting date, the ENGINEER will distribute copies of minutes of the meeting to each party present and to other parties who should have been present. 2. Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been approved or recognized and issue the revised schedule concurrently with the report of each meeting. E. Qualifications of Attendees: Qualified representatives of CONTRACTORS', Subcontractors and Suppliers authorized to act on behalf of the entity each represents. F. Attendance: 1. ENGINEER and his professional consultants as needed. 2. CONTRACTOR. 3. Subcontractors as appropriate to the agenda. 4. Suppliers as appropriate to the agenda. 5. Others. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01200-3 Village of Key Biscayne SECTION 01310 CONSTRUCTION SCHEDULE PART 1 - GENERAL 1.01 CONSTRUCTION SCHEDULE A. Immediately after contract award and prior to pre -construction meeting, prepare and submit to ENGINEER, for review, a proposed construction schedule in the form of a network plan utilizing the Critical Path Method (CPM) and arrow diagram. 1. Provide personnel skilled in the time and cost application of network techniques for construction projects or a scheduling consultant to prepare the network plan and arrow diagram. 2. In the arrow diagram, show initial start work dates and duration for each major and minor construction stage, trade operation or work sequence and their dependency relationships. Attach a computer produced construction schedule showing the required information for each activity. Identify each by related specification section number, name of operation or trade. 3. Identify elements of construction schedule that CONTRACTOR, Sub -Contractors, and/or Suppliers determine to be critical to orderly progression of work and to sequence of construction. 4. Determine interrelations of other trades or construction sequences affecting critical work element. 5. In the arrow diagram, show not only the activities for actual construction work for each trade category of the project, but also such activities as the CONTRACTOR's work of submittal of shop drawings, equipment schedules, coordination drawings, templates, fabrication, delivery and the like, and ENGINEER's review and approval of shop drawings. 6. Group activities related to a specific physical area of the project on the diagram for ease of understanding and simplification. Show activity duration (i.e., the single best estimate, considering the scope of the activity, and the resources planned for the activity) on each activity on the diagram. 7 Include a cost estimate for each activity, based on and compatible with the Schedule of Values described in Section 01370. The cost of activities cumulatively shall equal the total Contract cost. 8. Failure to include any element of work required for the performance of this Contract shall not excuse the CONTRACTOR from completing work required within any applicable completion date, notwithstanding the ENGINEER's approval of arrow diagrams. To the extent that the arrow diagram or any revised arrow diagram shows anything not jointly agreed upon or fails to show anything jointly agreed upon, it shall not be deemed to have been approved by the ENGINEER. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01310-1 Village of Key Biscayne B. Additional Data Required: ENGINEER will inform CONTRACTOR at pre- construction meeting of additional data required, if any. 1.02 AGREEMENT ON FINAL CONSTRUCTION SCHEDULE A. CONTRACTOR, ENGINEER, and OWNER will meet to agree on the final construction schedule. B. Construction Staging Area Location and Access: The CONTRACTOR will define construction staging areas and access thereto at time of finalized construction schedule determination and delineate and resolve specific restrictions, if any. 1.03 CONSTRUCTION SCHEDULE A. General: Furnish with the arrow diagram, and each revision thereof, a computer produced construction schedule showing the following data for each activity: 1. Preceding and following event numbers. 2. Activity description. 3. Estimated duration of activities. 4. Earliest start date. S. Earliest finish date. 6. Proposed start date. 7. Proposed finish date. 8. Latest start date (required start). 9. Latest finish date (required start). 10. Slack or float in calendar days. 1 1. Cost estimate value of activity. 12. Percentage of activity completed. 13. CONTRACTOR's earnings based on portion of activity completed. B. Schedule Types: Provide computer printout schedules of the following types: 1. A schedule listing the major project milestones. 2. A schedule listing activities in ascending order known as the standard "I -major; J -minor Sort." 3. A schedule in chronological order based on the proposed early start, actual start and late start dates of activities for the next 60 days known as a "60 Day Look Ahead." Project 01-1588.04 01310-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 4. A schedule indicating the amounts of float for all activities compiled in ascending order with the activities of zero float (critical activities) listed first. This schedule is known as a "Float Sort." 5. A listing of activities that have been cash loaded known as a "Contractor Payment Report." 6. A schedule indicating the monthly payouts to the CONTRACTOR for the duration of the Contract, based on cost estimates from paragraph 1.01.A.7 and proposed start and finish dates from subparagraphs 1.03.A.6 and 1.03.A.7. 1.04 INITIAL IN -PUT DATA AND UPDATE A. Provide to ENGINEER initial in -put data and monthly update of same relating to actual work activities accomplished for purpose of forecasting future work activities and durations. B. At monthly jobsite progress meetings, present copies of the schedule and Contractor Payment Report and other required data accurately filled in and completed prior to the meeting. Job progress will be reviewed to verify: 1. Remaining duration, required to complete each activity started, or scheduled to start, but not completed. 2. Percentage for completed and partially completed activities. Identification of any problems, including current, unresolved and/or anticipated delay factors and impact on other activities and what control steps are being taken or planned. 4. Monthly progress and recommend ways to improve schedule or anticipate delays and/or safety problems. C. After completion of the jobsite review and the ENGINEER's review and acceptance of entries, submit an updated computer produced calendar dated schedule to the ENGINEER within five days. Also, inform and update Sub -Contractors and Suppliers of the revisions to the construction schedule. 1.05 FAILURE TO SUBMIT NETWORK ANALYSIS A. Failure of the CONTRACTOR to submit the network analysis or any required revisions thereto within the time limits stated, shall be sufficient cause for certification that the CONTRACTOR is not performing the Work required by this Section, or that the CONTRACTOR's personnel directly responsible for planning, scheduling, and maintaining progress of the Work are not performing their work in a proper and skillful manner, or both. The ENGINEER may withhold approval of the CONTRACTOR's invoices for progress payment until such delinquent submittal is made. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01310-3 Village of Key Biscayne SECTION 01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES PART 1 - GENERAL 1.01 WORK INCLUDED A. Submit shop drawings, calculations, manufacturer's catalog cuts, product data, schematics, wiring diagrams, equipment and materials lists and schedules, coordination drawings and samples as necessary to satisfy requirements specified in various Sections throughout the Project Manual. B. Prepare and process specific submittal in accordance with the administrative and procedural requirements specified herein. 1.02 DATES FOR SUBMISSION AND REVIEW A. Designate in the Construction Schedule, or in a separate coordinated schedule, dates for submission and dates that reviewed shop drawings, product data and samples will be needed, in order to maintain the project schedule. 1.03 SHOP DRAWINGS, PRODUCT DATA, ETC. A. `-Wherever it is specified in any Section of the Project Manual that shop drawings, product data, etc. are required, submit such data for review as follows: 1. Drawings: Submit one reproducible, reverse transparency (sepia or equivalent) together with two prints to be retained by the ENGINEER for each required shop drawing complying with the following: a. Identify each drawing with the following information placed on each drawing: (1) Project name and OWNER's Project number. (2) Date drawing prepared. (3) Name and address of CONTRACTOR. (4) Name and address of Subcontractor. (5) Name of manufacturer. (6) Number and title of appropriate Specifications Section. (7) Drawing number and detail references, as appropriate. b. Leave a blank space six inches wide by four inches high in the lower right corner of the first sheet of the shop drawings for the ENGINEER's shop drawing review stamp. 2. Product Data: Submit eight copies of each catalog cut or product data sheet where reproduction can be accomplished by a direct copy process. B. Attach a copy of the CONTRACTOR's transmittal letter or form to each required shop drawing, manufacturer's catalog cut or other product data. When submitting reverse transparencies, provide eight copies of the transmittal forms, one to accompany each such submittal. Project 01-1588.04 01340-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.04 SUBMITTAL IDENTIFICATION A. Submit only one item or system per letter of transmittal properly identified to include the appropriate specification section and paragraphs. B. When catalogs, product data, diagrams or charts are submitted with more than one type of product manufactured, identify the particular item, including options, that is intended for use in that phase of work. C. Identify resubmittal with original shop drawing number and the letter A, B, etc. according with resubmittal order, and direct specific attention to revisions and corrections made, other than those requested on previous submissions. D. Identify details by reference to sheet and detail or schedule shown on Drawings and to Specifications Section. E. Manufacturer's standards, schematic drawings, and diagrams: 1. Modify drawings and diagrams to delete information that is not applicable to work. 2. Supplement standard information to provide information specifically applicable to Work. 1.05 SUBMITTAL COMPLETENESS `A - Submit catalog sheets, product data, shop drawings and where specified, submit calculations, material samples, color chips or charts, test data, warranties and guarantees all at same time for each item. 1.06 PREPARATION A. Clearly mark each copy to identify pertinent products or models. B. Show performance characteristics and capacities. C. Show dimensions and clearances required. D. Show wiring or piping diagrams and controls. 1.07 PRODUCT DATA A. Collect product data into a single submittal for each element of construction or system. Include standard printed information such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams and performance curves. Where product data must be specially prepared because standard printed data is not suitable for use, submit as Shop Drawings. B. Submit product data fully edited and tailored to the particular requirements of the Work. C. Fill in all blanks, provide supplementary information required by the Specifications, circle or underline choices, cross out non -pertinent or conflicting information. Project 01-1588.04 01340-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES PART 1 - GENERAL 1.01 WORK INCLUDED A. Submit shop drawings, calculations, manufacturer's catalog cuts, product data, schematics, wiring diagrams, equipment and materials lists and schedules, coordination drawings and samples as necessary to satisfy requirements specified in various Sections throughout the Project Manual. B. Prepare and process specific submittal in accordance with the administrative and procedural requirements specified herein. 1.02 DATES FOR SUBMISSION AND REVIEW A. Designate in the Construction Schedule, or in a separate coordinated schedule, dates for submission and dates that reviewed shop drawings, product data and samples will be needed, in order to maintain the project schedule. 1.03 SHOP DRAWINGS, PRODUCT DATA, ETC. A. wherever it is specified in any Section of the Project Manual that shop drawings, product data, etc. are required, submit such data for review as follows: 1. Drawings: Submit one reproducible, reverse transparency (sepia or equivalent) together with two prints to be retained by the ENGINEER for each required shop drawing complying with the following: a. Identify each drawing with the following information placed on each drawing: (1) Project name and OWNER's Project number. (2) Date drawing prepared. (3) Name and address of CONTRACTOR. (4) Name and address of Subcontractor. (5) Name of manufacturer. (6) Number and title of appropriate Specifications Section. (7) Drawing number and detail references, as appropriate. b. Leave a blank space six inches wide by four inches high in the lower right corner of the first sheet of the shop drawings for the ENGINEER's shop drawing review stamp. 2. Product Data: Submit eight copies of each catalog cut or product data sheet where reproduction can be accomplished by a direct copy process. B. Attach a copy of the CONTRACTOR's transmittal letter or form to each required shop drawing, manufacturer's catalog cut or other product data. When submitting reverse transparencies, provide eight copies of the transmittal forms, one to accompany each such submittal. Project 01-1588.04 01340-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.04 SUBMITTAL IDENTIFICATION A. Submit only one item or system per letter of transmittal properly identified to include the appropriate specification section and paragraphs. B. When catalogs, product data, diagrams or charts are submitted with more than one type of product manufactured, identify the particular item, including options, that is intended for use in that phase of work. C. Identify resubmittal with original shop drawing number and the letter A, B, etc. according with resubmittal order, and direct specific attention to revisions and corrections made, other than those requested on previous submissions. D. Identify details by reference to sheet and detail or schedule shown on Drawings and to Specifications Section. E. Manufacturer's standards, schematic drawings, and diagrams: 1. Modify drawings and diagrams to delete information that is not applicable to work. 2. Supplement standard information to provide information specifically applicable to Work. 1.05 SUBMITTAL COMPLETENESS i. Submit catalog sheets, product data, shop drawings and where specified, submit calculations, material samples, color chips or charts, test data, warranties and guarantees all at same time for each item. 1.06 PREPARATION A. Clearly mark each copy to identify pertinent products or models. B. Show performance characteristics and capacities. C. Show dimensions and clearances required. D. Show wiring or piping diagrams and controls. 1.07 PRODUCT DATA A. Collect product data into a single submittal for each element of construction or system. Include standard printed information such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams and performance curves. Where product data must be specially prepared because standard printed data is not suitable for use, submit as Shop Drawings. B. Submit product data fully edited and tailored to the particular requirements of the Work. C. Fill in all blanks, provide supplementary information required by the Specifications, circle or underline choices, cross out non -pertinent or conflicting information. Project 01-1588.04 01340-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System D. Mark each copy to show applicable choices and options. Where printed product data includes information on several products, some of which are not required, mark copies to indicate the applicable information. Include the following information: 1. Manufacturer's printed recommendations 2. Compliance with recognized trade association standards 3. Compliance with recognized testing agency standards 4. Application of testing agency labels and seals 5. Notation of dimensions verified by field measurement 6. Notation of coordination requirements E. Do not submit product data until compliance with requirements of the Contract Documents has been confirmed. 1.08 SHOP DRAWINGS A. In shop drawings for electrical equipment, include complete wiring diagrams, installation drawings showing the location by dimensions of conduits, equipment and cable runs, outline drawing of major equipment with overall and other critical dimensions, and complete lists of equipment and fixtures, accompanied by catalogs, catalog cuts, data sheets, and other literature describing the equipment proposed for use. Include complete specifications, required test data, sizes and numbers of conductors, cables and conduits. B. `..lbmit shop drawings, including drawings, diagrams, schedules, and performance charts, as reproducible transparencies and blue line prints. C. Print and distribute copies of the transparencies reviewed and stamped by the ENGINEER. Submit as multiple copies shop drawing material that cannot be submitted in sepia or other transparent form. Submit same number of copies as required for final distribution of reviewed submittal. 1.09 COORDINATION DRAWINGS A. Coordination drawings are a special type of shop drawing that show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or function as intended. B. Submit coordination drawings for integration of different construction elements. Show sequences and relationships of separate components to avoid conflicts in use of space. C. Prepare and submit coordination drawings where close and careful coordination is required by installation of products and materials fabricated off -site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components. 1. Show the interrelationship of components shown on separate shop drawings. 2. Indicate required installation sequences. 3. Comply with applicable, common submittal requirements contained in this Section. 1.10 CALCULATIONS Project 01-1588.04 April 2008 01340-3 Village of Key Biscayne Reclaimed Water Distribution System A. Identify calculations by the name and seal of the registered ENGINEER preparing them. Include all assumptions, formulae, and constants. Clearly identify conclusions and relation to design requirements. 1.11 SAMPLES A. Submit samples of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of product, with integrally related parts and attachment devices. 2. Full range of color, texture, and pattern. 1.12 CONTRACTOR RESPONSIBILITIES A. Review shop drawings, catalog cuts, product data and samples prior to submission. Determine and verify: 1. Field measurements. 2. Field construction criteria. 3. Catalog numbers and similar data. 4. Conformance with Specifications. 5. Conformance with drawings and details. B. Coordinate each submittal with requirements of Work and of Contract Documents. Transmit each .,ubmittal sufficiently in advance of performance of related construction activities to avoid delay. C. Notify_ the ENGINEER in writing_ at time of submission o _.ny deviations in_submittal from requirements of Contract Documents, but do not use the submittal process as a means for substituting products. D. Do not begin fabrication or Work which requires submittal until after receipt of submittal carrying favorable action by the ENGINEER. E. Coordinate transmittal of different types of submittal for related elements of the Work so that processing will not be delayed by the need to review submittal concurrently for coordination. The ENGINEER reserves the right to withhold action on a submittal requiring coordination with other submittal until related submittals are received. F. Submit shop drawings in sufficient time to allow adequate study, discussion and any necessary correction prior to beginning the Work they cover. No extension of Contract time will be authorized because of failure to transmit submittal to the ENGINEER sufficiently in advance of the Work to permit processing. G. Prior to sending in any submittal required by the Contract, including those of Subcontractors and suppliers, review and check each submission for compliance with the Contract requirements and for coordination of the Work as it affects other trades, and stamp and sign approval on each submittal. By approving and submitting each submittal, the CONTRACTOR thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers Project 01-1588.04 01340-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System and similar data, or will do so, and that he has checked and coordinated each submittal with the requirements of the Work and of the Contract Documents. H. Review, Correction, and Final Approval by CONTRACTOR: After reviewing the ENGINEER's comments, make any corrections as appropriate, and resubmit the corrected submittal until no further comment is made by the ENGINEER. 1. Endorse by stamp with date of final approval of the submittal after all reviews by the ENGINEER have been made and all of the ENGINEER's comments have been incorporated or otherwise satisfactorily acted upon. 2. Commence no portion of the Work requiring a submittal until the submittal has CONTRACTOR's final approval stamp and endorsement. 1.13 ENGINEER'S REVIEW A. The ENGINEER will review submittal only for conformance with the design concept of the Project and with the information given in the Contract Documents. B. The ENGINEER's approval relating to a separate item will not indicate approval of an assembly in which the item functions. C. The ENGINEER's approval relating to submittal will not relieve the CONTRACTOR from responsibility for any deviation. D. :'he ENGINEER's approval relating to submittal will not relieve the CONTRACTOR from responsibility for errors or omissions in the CONTRACTOR's (or his subcontractor's) preparation of the submittal. E. The ENGINEER will note that he has reviewed each submittal and will return the submittal to the CONTRACTOR together with notes pertaining to design concept of the Project and information given in the Contract Documents. F. Prior to ENGINEER's approval on required submittal, any Work done or materials ordered for the Work involved will be at the CONTRACTOR's risk. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01340-5 Village of Key Biscayne and similar data, or will do so, and that he has checked and coordinated each submittal with the requirements of the Work and of the Contract Documents. H. Review, Correction, and Final Approval by CONTRACTOR: After reviewing the ENGINEER's comments, make any corrections as appropriate, and resubmit the corrected submittal until no further comment is made by the ENGINEER. 1. Endorse by stamp with date of final approval of the submittal after all reviews by the ENGINEER have been made and all of the ENGINEER's comments have been incorporated or otherwise satisfactorily acted upon. 2. Commence no portion of the Work requiring a submittal until the submittal has CONTRACTOR's final approval stamp and endorsement. 1.13 ENGINEER'S REVIEW A. The ENGINEER will review submittal only for conformance with the design concept of the Project and with the information given in the Contract Documents. B. The ENGINEER's approval relating to a separate item will not indicate approval of an assembly in which the item functions. C. The ENGINEER's approval relating to submittal will not relieve the CONTRACTOR from responsibility for any deviation. D. :he ENGINEER's approval relating to submittal will not relieve the CONTRACTOR from responsibility for errors or omissions in the CONTRACTOR's (or his subcontractor's) preparation of the submittal. E. The ENGINEER will note that he has reviewed each submittal and will return the submittal to the CONTRACTOR together with notes pertaining to design concept of the Project and information given in the Contract Documents. F. Prior to ENGINEER's approval on required submittal, any Work done or materials ordered for the Work involved will be at the CONTRACTOR's risk. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01340-5 Village of Key Biscayne SECTION 01370 SCHEDULE OF VALUES PART 1 - GENERAL 1.01 DESCRIPTION A. Provide a Schedule of Values consisting of a detailed breakdown of the Contract lump sum amount showing values allocated to each of the various parts of the Work. B. Related Provisions: 1. Use Schedule of Values as the basis for requisition for payments to the CONTRACTOR. 2. Make Schedule of Values compatible with and related to the Construction Schedule. 1.02 RELATED SECTIONS A. Section 01025, Application For Payment B. Section 01310, Construction Schedule 1.03 QUBMITTALS A. Immediately after Contract award, prepare and submit a proposed Schedule of Values, utilizing the format in Exhibit "D," to the ENGINEER. 1. Meet with the ENGINEER and OWNER and provide additional data, if any, required to be submitted. 2. Provide copies of the subcontracts or other data acceptable to the ENGINEER, substantiating the sums described. 1.04 CONTENT A. Break out and break down labor and material values according to, but not necessarily limited to, the following: 1. Each major and minor construction stage, trade operation or work sequence; each identified by Specification Section number, name of operation and trade. Include in such values an appropriate amount to cover such items as building permit, mobilization, insurance, contract administration, supervision, profile, etc. 2. Sub -contractors and suppliers, individually broken down. 3. Monthly applications for payments in relation to the Construction Schedule. B. Ensure that the sum of the values listed in the Schedule of Values equals the total Contract amount. Project 01-1588.04 01370-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System i J 1. Traffic and work areas. 2. Cranes. 3. Material handling equipment. 4. Storage areas. C. Do not run branch circuits on floor or on ground. D. Wire all safety devices required for operation of equipment. E. Check operation of safety devices. 3.04 TEMPORARY SANITARY FACILITIES A. Portable Toilets: 1. Erect securely and anchor to prevent dislocation. 2. Service as often as necessary to prevent accumulation of wastes and creation of unsanitary conditions. B. Washing Facilities: Provide faucet. 3.05 REMOVAL A. Completely remove temporary materials and equipment when their use is no longer required. B. Clean and repair damage caused by temporary installations or use of temporary facilities. END OF SECTION Project 01-1588.04 01510-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System J f SECTION 01530 BARRIERS AND SECURITY FENCING PART 1 - GENERAL 1.01 SCOPE OF WORK A. Provide and maintain suitable barriers and security fencing as required to prevent public entry, and to protect work, storage facilities, the public and OWNER's personnel from construction operations and remove when no longer needed or at completion of work. B. Comply with applicable Federal, State and Local codes and standards. The Federal Highway Administration's Manual on Uniform Traffic Control Devices, Part VI are the minimum standards for Traffic Control for Highway Construction, Maintenance and Utility Operations. The Manual is the minimum standard to be followed in the design, application, installation, maintenance, and removal of all traffic control devices. Protect from damage all pavements, sidewalks and other improvements that are to remain within the work area. Repair all damage to such improvements, because of the CONTRACTOR's operations, beyond the limits of the work of pavement replacement as described herein, at no additional cost to the OWNER. PART 2 - PRODUCTS 2.01 1viATERIALS A. Use materials, new or used, suitable for the intended purpose, and that are not in violation of requirements of applicable codes and standards. 2.02 FENCING A. Open -mesh materials per CONTRACTOR's option and a minimum height of 6-0". 2.03 OTHER BARRIERS A. Materials per CONTRACTOR's option and as appropriate to serve the required purpose. PART 3 - EXECUTION 3.01 INSTALLATION A. Install barriers in a neat and reasonably uniform appearance. B. Maintain barriers during entire construction period. C. Relocate barriers as required by progress of construction. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01530-1 Village of Key Biscayne A. Remove field offices, contents and services as stated above. B. Remove storage sheds when no longer needed. C. Remove foundations and debris, grade site to original elevations, resod or seed and mulch private lot, and complete remaining site work as requested by the OWNER. END OF SECTION 4 i Project 01-1588.04 01590-4 Village of Key Biscayne April 2008 Reclaimed Water Distribuition System i SECTION 01600 MATERIALS AND EQUIPMENT PART 1 - GENERAL 1.01 MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK A. Provide material and equipment that conform to the Specifications and Drawings, including variations specifically approved by the ENGINEER. B. Manufactured and Fabricated Products: 1. Fabricate and assemble in accordance with referenced standards, and the approved shop drawings. 2. Manufacture like parts of duplicate units to standard sizes and gauges to make them interchangeable. 3. Ensure that similar items by one manufacturer shall match. C. Do not use material or equipment for any purpose other than that for which it is designated or specified. 1.02 1v1ANUFACTURER'S INSTRUCTIONS A. When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, obtain and distribute copies of such instructions to parties involved in installation, including two copies to ENGINEER. Maintain one set of complete instructions at job site during installation and until completion. B. Handle, install, connect, clean, condition and adjust products in accordance with manufacturer's instructions and the specifications. If job conditions or specified requirements conflict with manufacturer's instructions, notify ENGINEER and do not proceed with work until ENGINEER issues clarification. 1.03 TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accordance with construction schedules. Avoid conflict with work and site conditions. B. Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. C. Immediately upon delivery, inspect shipments to assure compliance with requirements of Contract Documents and approved submittals and that products are properly protected and undamaged. D. Handle products without soiling or damaging products. Project 01-1588.04 01600-1 Village of Key Biscayne April 2008 ' Reclaimed Water Distribution System 1.04 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's printed instructions, with seals and labels intact and legible. 1. Store products subject to damage by elements in weathertight enclosures. 2. Maintain temperature and humidity within range required by manufacturer's instructions. B. Exterior Storage: 1. Store fabricated products above ground, on blocking or skids to prevent soiling or staining. Cover products which are subject to deterioration with waterproof covers, provide adequate ventilation to avoid condensation. 2. Store loose granular materials in a well -drained area on solid surfaces to prevent mixing with foreign matter. C. Arrange storage to provide easy access for inspection. Inspect stored products to assure that products are maintained under specified conditions and are free from damage or deterioration. D. Protection After Installation: Protect installed products from damage from traffic and construction operations. Remove coverings when no longer needed. 1.05 SPECIFIED PRODUCTS, PRODUCT OPTIONS AND SUBSTITUTIONS A. Products Listed: Immediately after Contract award, submit to ENGINEER a complete list of products that the CONTRACTOR proposes o_pr_,_ovide, withname_Qf,man.ufacturetandinstalling subcontractor B. CONTRACTOR's Options: 1. Where products are specified by reference standard only, select any product that complies with the requirements of the standard. 2. Where the Specifications require compliance with indicated performance requirements, select any product that complies with the specified performance requirements, provided no product names are indicated. 3. Where products are specified by naming several products or manufacturers, select any one of the products or manufacturers named. 4. For products specified by naming one or more products and/or manufacturers, followed by the words "or equal" or similar language, any product submitted as such an equal will be treated as a substitution. 5. For products specified by naming only one product and manufacturer, or where "no substitution" is indicated, there is no option. C. Product Substitutions: For a period of 45 days after Contract award date, ENGINEER will consider written requests from CONTRACTOR for substitution of products. Project 01-1588.04 01600-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System D. Submit a Request for Substitution of Product only after the CONTRACTOR: 1. Has investigated the proposed product and determined that it is equal to or superior to specified product, furnishes a certification to that effect and waives all rights to additional payment or time that may subsequently become necessary due to the failure of the substituted product to perform adequately. 2. Agrees to provide same warranties or bonds for product substitution as for product specified. 3 Agrees to be responsible for coordinating and paying for any necessary changes to other work required by approved substitutions or product options that he selects and shall pay all such costs including the costs of the services of the design professional to revise the Contract Documents, if such revisions are required. 4. Waives all claims for additional costs due to substitution that may subsequently become apparent. 5. Is offering either a substantial credit to the OWNER for acceptance of the substitution or a convincing justification that the product to be provided as the substitution is substantially superior in quality, performance, compatibility with adjacent products, durability, vandal -resistance or in other important ways. E. ENGINEER's Action: ENGINEER will review requests for substitutions with reasonable promptness and notify CONTRACTOR in writing of OWNER's decision to accept or reject requested substitutions. Only the OWNER may accept a substitution. 2. Substitution requests made by means of shop drawings or product data submittal will not be considered. 3. After the period of 45 days has elapsed, the only substitution requests that will be considered are those that are made necessary by the removal of the specified products from the market or by other similar, unavoidable circumstances beyond the control of the CONTRACTOR. END OF SECTION Project 01-1588.04 01600-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01700 CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 SUBSTANTIAL COMPLETION A. When the work is substantially completed, submit the following to ENGINEER: 1. A written notice that the Work, or designated portion thereof, is substantially complete, together with a report of the results of inspection, testing, and adjustments of the completed systems. 2. Project Record Documents, Operation and Maintenance Manuals, Warranties and Bonds, Maintenance Agreements, Inspection Certificates, and similar required documents together with tools, spare parts, keys, and similar operational items. 3. A list of items to be completed or corrected. B. Upon receipt of such notice, the ENGINEER will review the documents submitted and will arrange with the CONTRACTOR a mutually agreed time to make a construction review to determine the status of completion. C. it the ENGINEER determines that Work is not substantially complete, he will notify CONTRACTOR in writing, giving reasons therefore. Upon receipt of such written notice, remedy deficiencies in the work, and send a second written notice of substantial completion to ENGINEER. D. Upon receipt of the second notice, the ENGINEER will perform an additional review of work and if he concurs that Work is substantially complete: 1. He will prepare a Certificate of Substantial Completion and attach the CONTRACTOR's list of items to be completed or corrected, as verified by ENGINEER. 2. He will submit the Certificate to OWNER and CONTRACTOR for their written acceptance of responsibilities assigned to them in the Certificate. 1.02 FINAL CONSTRUCTION REVIEW A. When work is complete, submit a written certification that work is complete and that: 1. Contract Documents have been reviewed. 2. Work has been reviewed for compliance with Contract Documents. 3. Work has been completed in accordance with Contract Documents. 4. Equipment and systems have been tested in presence of the ENGINEER and are operational. Project 01-1588.04 01700-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 5. Work is completed and ready for final Construction Review. B. The ENGINEER will make a Construction Review to verify status of completion with reasonable promptness after receipt of such certification. C. Should ENGINEER consider that the work is incomplete or defective, he will promptly notify CONTRACTOR in writing, listing incomplete or defective work. Upon receipt of such notice, take immediate steps to remedy stated deficiencies, and send a second certification to ENGINEER that work is completed. D. When ENGINEER finds that the Work is acceptable under the Contract Documents, he will so advise the OWNER and CONTRACTOR. E. Failure of ENGINEER to Reject Work During Construction: If, during construction operations or during inspections for substantial or final completion, the ENGINEER should fail to reject defective Work or materials, whether from lack of discovery of such defect or for any other reason, such initial failure to reject shall in no way prevent his later rejection when such defect is discovered, or obligate the OWNER to final acceptance. The CONTRACTOR shall make no claim for losses suffered due to any necessary removals or repairs of such defects. 1.03 CONTRACTOR'S CLOSEOUT SUBMITTALS A. Upon receipt of notice of acceptability from the ENGINEER, furnish evidence of compliance with requirements of governing authorities and Contract Documents to the ENGINEER, as follows: 1. Project Record Documents: As specified in Section 01720. 2. Operating and Maintenance Data, Instructions to OWNER's Personnel: As specified in Section 01730 and in accordance with the requirements of the individual Sections of the Specifications. 3. Warranties and Bonds: As specified in Section 01740 and in accordance with the requirements of the individual Sections of the Specifications. 4. Spare parts and Maintenance Materials: To requirements of various Sections. 5. Evidence of Payment to subcontractors, material men and equipment suppliers and releases of liens. 1.04 FINAL ADJUSTMENTS OF ACCOUNTS A. Submit a final statement of accounting to ENGINEER, reflecting all adjustments to Contract sum and including: 1. The original Contract sum. 2. Additions and deductions resulting from: a. Previous change orders. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01700-2 Village of Key Biscayne b. Allowances. c. Deductions for OWNER purchased products and materials. d. Deductions for uncorrected Work. e. Deductions for liquidated damages. f. Deductions for additional construction review payments. g. Other adjustments. 3. Total Contract Sum, as adjusted. 4. Previous Payments. 5. Sum remaining due. 1.05 FINAL CHANGE ORDER A. ENGINEER will prepare a final Change Order, reflecting approved adjustments to Contract Sum that were not previously made by Change Orders. 1.06 FINAL APPLICATION FOR PAYMENT A. 7,ubmit Final Application for Payment. END OF SECTION Project 01-1588.04 01700-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01710 FINAL CLEANING PART 1 - GENERAL 1.01 DESCRIPTION A. Perform cleaning, during progress of Work, and at completion of Work, as required by General Conditions. 1.02 DISPOSAL REQUIREMENTS A. Conduct cleaning and disposal operations to comply with codes, ordinances, regulations, and anti -pollution laws. PART 2 - PRODUCTS 2.01 MATERIALS A. Use only those cleaning materials which do not create hazards to health or property and which do not damage surfaces. B. use only those cleaning materials and methods recommended by manufacturer of surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 - EXECUTION 3.01 DURING CONSTRUCTION A. Perform periodic cleaning to keep Work, site and adjacent properties free from accumulations of waste materials, rubbish, and windblown debris, resulting from construction operations. B. Provide on -site containers for collection of waste materials, debris, and rubbish. C. Remove waste materials, debris, and rubbish from site daily and dispose of at legal disposal areas away from site. 3.02 DUST CONTROL A. Clean interior spaces before start of finish painting and continue cleaning on as -needed basis until painting is finished. B. Schedule operations so dust and other contaminants resulting from cleaning process do not fall on wet or newly -coated surfaces. Project 01-1588.04 01710-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3.03 FINAL CLEANING A. Employ skilled personnel for final cleaning. B. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from sight -exposed interior and exterior surfaces. C. Wash and shine glazing and mirrors. D. Polish glossy surfaces to clear shine. E. Ventilating Systems: 1. Clean permanent filters and replace disposable filters if units were operated during construction. 2. Clean ducts, blowers, and coils if units were operated without filters during construction. 3. Upon completion, provide two spare sets of filters to the OWNER. F. Broom clean exterior paved surfaces and rake clean other surfaces of grounds. G. Before Final Completion, or OWNER occupancy, conduct inspection of sight -exposed interior and exterior surfaces, and all Work areas, to verify entire Work is clean. END OF SECTION Project 01-1588.04 01710-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.01 DESCRIPTION A. Maintain at the project site one record copy of: 1. Record Drawings. 2. Record Specifications. 3. Addenda. 4. Construction Schedule. 5. Change Orders and other modifications of the Contract. 6. ENGINEER's written orders or instructions. 7. Approved Shop Drawings, Product Data, and Samples. o. Field Test records. 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store documents and samples in CONTRACTOR's field office apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide locked cabinet or secure storage space for storage of samples. B. File documents and samples in accordance with CSI format with Section numbers as provided herein. C. Maintain documents in a clean, dry, legible, condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for inspection by the ENGINEER. E. Miami -Dade Water and Sewer Department will require that all Record Drawings, or As -Built Drawings, be prepared, signed and sealed by a Florida Registered Professional Land Surveyor. During the entire construction operation, maintain records of all deviations from the Plans and Specifications and prepare therefrom Record Drawings showing correctly and accurately all changes and deviations made during construction to reflect the work as it was actually constructed. Prepare these drawings to conform to recognized standards of drafting, to be neat, legible and on 24 -inch x Project 01-1588.03 01720-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 36 -inch, 4 -mil Mylar. As a prerequisite for monthly progress payments, submit, simultaneously with the progress payment request, a copy of the currently updated Record Drawings for review by the ENGINEER. Final payment to the CONTRACTOR, will not be made until the completed set of record drawings, signed and sealed by a professional land surveyor registered in the State of Florida and approved by the ENGINEER as to form and accuracy, has been delivered to the OWNER. 1.03 MARKING DEVICES A. Record information in the color code designated by the ENGINEER. 1.04 RECORDING A. Label each document "PROJECT RECORD" in neat large printed letters. B. Record information concurrently with construction progress. 1. Do not conceal any work until required information is recorded. 2. Maintain records of all deviations from Drawings and Specifications. C. Drawings: Legibly mark to record actual construction: 1. Depths of various elements of foundation in relation to finish first floor datum. 2. All underground piping and duct -work with elevations and dimensions and locations of valves, pull boxes, etc., changes in location, horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements, actual installed pipe material, class, etc. 3. Location of internal utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. 4. Field changes in dimensions and details. 5. Changes made by ENGINEER's written instructions or by Change Order. 6. Details not on original Contract Drawings. 7. Equipment and piping relocations. 8. Major architectural and structural changes in structures. D. Specifications and Addenda: Legibly mark each Section to record: 1. Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. 2. Changes made by ENGINEER's written instructions or by Change Order. E. Approved Shop Drawings: Provide record copies of all shop drawings. Project 01-1588.03 01720-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.05 SUBMITTAL A. Deliver complete Record Documents to the ENGINEER for the OWNER simultaneously with the Final Payment Application. Final payment will be withheld until the Record Documents have been received and approved by the OWNER. B. Accompany submittal with transmittal letter in duplicate, containing: 1. Date 2. Project title and number 3. CONTRACTOR's name and address 4. Title and number of each Record Document 5. Signature of CONTRACTOR or his authorized representative. END OF SECTION Project 01-1588.03 01720-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01730 OPERATING AND MAINTENANCE INSTRUCTIONS PART 1 - GENERAL 1.01 WORK INCLUDED A. Prepare Operating and Maintenance (0 & M) Manual covering all equipment and systems provided under this Contract. B. Instruct OWNER's personnel in the operation and maintenance of all equipment and systems provided under this Contract. 1.02 SUBMITTALS A. Submit for review and approval by the ENGINEER and OWNER two copies of a preliminary draft of the 0 & M Manual, showing the proposed format and an outline of the contents. B. Throughout construction, prepare 0 & M sections for equipment and systems when such equipment and systems, and shop drawings and technical data therefore, are approved. Within 30 days following receipt of the ENGINEER's approval of the final shop drawing submittal, submit, in duplicate, draft of complete 0 & M Manual for review and approval. C. upon receipt of ENGINEER's and OWNER's review comments, make required revisions and resubmit in final form two copies of the 0 & M Manual for final approval. D. Simultaneously with the Application for Final Payment and Project Record Documents, deliver to the OWNER six sets of the approved 0 & M Manuals. The Final Payment Application will not be processed until receipt of the 0 & M Manuals by the OWNER. E. Upon start-up of equipment and systems and completion of instruction of OWNER's personnel under operating conditions, submit, in the form of an addendum, six copies of all necessary amendments to the 0 & M Manual, together with all required certificates for incorporation in the Manuals. 1.03 FORM AND FORMAT A. Prepare the 0 & M Manual in the form of bound volume or volumes consisting of commercial quality 3 -post binders with durable and cleanable plastic covers, maximum thickness 3 -inches, containing catalog cuts, bulletins, shop drawings, wiring diagrams, schedules, parts lists, procedures and other data showing the equipment installed. When multiple volumes are used, correlate the data into related consistent groupings with each volume having the title of the project and volume number printed on the cover and containing a typewritten table of contents for that volume, arranged in systematic order. B. Include in the 0 & M Manual the following information: 1. Schedule of products and systems showing system layout and controls. Project 01-1588.04 01730-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 2. Approved wiring and control diagrams, with data to explain the detailed operation and control of each component. 3. A control sequence describing startup, operation, and shutdown. 4. Operating and maintenance instructions for each piece of equipment, including lubrication instructions. 5. Copies of each warranty, bond and service contract issued, if any. 6. Parts lists and recommended spare parts. 7. Other data and instructions as specified under the various Sections. C. Prepare all data furnished to conform to the installation as constructed. Delete cuts showing other equipment and data not applicable to the installation and where practical omit from the manual. Assemble the manual in a logical manner with each section indexed in the Table of Contents. D. Provide an outline of the maintenance procedures for each manufacturer's equipment and compile these procedures in a logical manner to provide a procedure for the operating personnel of the OWNER to follow in their day-to-day operation of the equipment. E. Bind the materials permanently into volumes approximately 9 -inches by 12 -inches with the diagram volume being large enough to contain the drawings without excessive folding so that they may be easily opened. F. Furnish the volume covers with a descriptive title, the name of the job, the location, year of installation, OWNER, Manufacturer, CONTRACTOR and ENGINEER. Prepare copies of drawings in black on white background, easily legible. The arrangements of the booklets, materials to be included and the composite text will all be reviewed and approved by the ENGINEER and OWNER. 1.04 FRAMED INSTRUCTIONS A. Post approved wiring and control diagrams showing the complete layout of entire systems, including equipment and control sequence, framed under glass or in approved laminated plastic, where directed by the ENGINEER. In addition, prepare in typed form condensed operating instructions explaining preventative maintenance procedures, methods of checking the system for normal safe operation and procedures for safely starting and stopping the system, frame as specified above for the wiring and control diagrams and post beside the diagrams. Submit proposed diagrams, instructions and other sheets for approval prior to posting. Post the framed instructions before acceptance testing of the systems. 1.05 FIELD INSTRUCTIONS A. Upon completion and testing of the work and at a time designated, provide the services of one or more project engineers to work in conjunction with the service engineers and suppliers' representatives to instruct the OWNER's personnel in the proper operation and maintenance of the equipment. Give the instruction period at the time the facility is operating under normal conditions and cover all the items contained in the bound instructions. In addition to these requirements, provide field instructions as specified under the various Sections of the Specifications. Project 01-1588.04 01730-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System END OF SECTION Project 01-1588.04 01730-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01740 WARRANTIES AND BONDS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Provide warranties and bonds as required by the Contract Documents, including manufacturers standard warranties on products and special warranties, all in accordance with the administrative and procedural requirements specified herein. B. Refer to the General Conditions for terms of the CONTRACTOR's special warranty of workmanship and materials. C. Specific requirements for warranties for the Work, and products and installations that are specified to be warranted, are included in the individual Sections of Divisions 2 through 16. D. Certifications and other commitments, extended warranties and agreements for continuing services are specified elsewhere in the Contract Documents. 1.02 DISCLAIMERS AND LIMITATIONS A. Manufacturer's disclaimers and limitations on product warranties do not relieve the CONTRACTOR of the warranty on the work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the CONTRACTOR. 1.03 DEFINITIONS A. Standard product warranties are preprinted written warranties published by the individual manufacturers for particular products and are specially endorsed by the manufacturer to the OWNER. 1.04 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged because of such failure or that must be removed and replaced to provide access for correction of warranted Work. B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The CONTRACTOR is responsible for the cost of replacing or rebuilding defective work regardless of whether the OWNER has benefited from use of the Work through a portion of its anticipated useful service life. Project 01-1588.00 01740-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System D. OWNER Recourse: Written warranties made to the OWNER are in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the OWNER can enforce such other duties, obligations, rights, or remedies. E. Rejection of Warranties: The OWNER reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents. F. The OWNER reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment is required on such Work or part of the work, until evidence is presented that entities required to countersign such commitments are willing to do so. G. All warranties including standard one-year warranty, shall start at date of substantial completion of the total Contract, or when work of an area is substantially completed, accepted and taken over for use by the OWNER. Ensure that all warranties comply with this stipulation prior to submission of same. H. The OWNER will give prompt notice in writing to the CONTRACTOR of any defects noted during the warranty period(s) requesting him to promptly remedy such defects. I. During the month prior to the end of the standard one-year warranty period, the OWNER, accompanied by the CONTRACTOR, will conduct an inspection of the Project. Promptly remedy any defects due to faulty materials or workmanship uncovered or observed during such inspection. J. At the expiration of the standard one-year warranty period, formally assign to the OWNER all extended warranties given by subcontractors for their work on the project, and formally advise such subcontractor of the assignment. 1.05 SUBMITTALS A. Submit written warranties to the ENGINEER prior to the date of substantial completion. B. When a special warranty is required to be executed by the CONTRACTOR, or the CONTRACTOR and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the ENGINEER for approval prior to final execution. C. Refer to individual Sections of Division 2 through 16 for specific content requirements, and particular requirements for submittal of specific warranties. 1.06 FORM OF SUBMITTAL A. At final acceptance compile two copies of each required warranty and bond properly executed by the CONTRACTOR, or by the CONTRACTOR, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual. B. Bind warranties and bonds in heavy-duty, commercial quality, durable 3 -ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2 inch by 11 inch paper. Project 01-1588.00 01740-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System C. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address, and telephone number of the installer. D. Identify each binder on the front and the spine with the typed or printed title, "WARRANTIES AND BONDS," the project title or name, and the name of the CONTRACTOR. E. When operating and maintenance manuals are required for warranted construction, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. END OF SECTION Project 01-1588.00 01740-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01740 WARRANTIES AND BONDS PART 1 - GENERAL 1.01 DESCRIPTION OF WORK A. Provide warranties and bonds as required by the Contract Documents, including manufacturers standard warranties on products and special warranties, all in accordance with the administrative and procedural requirements specified herein. B. Refer to the General Conditions for terms of the CONTRACTOR's special warranty of workmanship and materials. C. Specific requirements for warranties for the Work, and products and installations that are specified to be warranted, are included in the individual Sections of Divisions 2 through 16. D. Certifications and other commitments, extended warranties and agreements for continuing services are specified elsewhere in the Contract Documents. 1.02 DISCLAIMERS AND LIMITATIONS A. manufacturer's disclaimers and limitations on product warranties do not relieve the CONTRACTOR of the warranty on the work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the CONTRACTOR. 1.03 DEFINITIONS A. Standard product warranties are preprinted written warranties published by the individual manufacturers for particular products and are specially endorsed by the manufacturer to the OWNER. 1.04 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged because of such failure or that must be removed and replaced to provide access for correction of warranted Work. B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The CONTRACTOR is responsible for the cost of replacing or rebuilding defective work regardless of whether the OWNER has benefited from use of the Work through a portion of its anticipated useful service life. Project 01-1588.00 01740-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System D. OWNER Recourse: Written warranties made to the OWNER are in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the OWNER can enforce such other duties, obligations, rights, or remedies. E. Rejection of Warranties: The OWNER reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents. F. The OWNER reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment is required on such Work or part of the work, until evidence is presented that entities required to countersign such commitments are willing to do so. G. All warranties including standard one-year warranty, shall start at date of substantial completion of the total Contract, or when work of an area is substantially completed, accepted and taken over for use by the OWNER. Ensure that all warranties comply with this stipulation prior to submission of same. H. The OWNER will give prompt notice in writing to the CONTRACTOR of any defects noted during the warranty period(s) requesting him to promptly remedy such defects. I. During the month prior to the end of the standard one-year warranty period, the OWNER, accompanied by the CONTRACTOR, will conduct an inspection of the Project. Promptly remedy any defects due to faulty materials or workmanship uncovered or observed during such inspection. J. At the expiration of the standard one-year warranty period, formally assign to the OWNER all extended warranties given by subcontractors for their work on the project, and formally advise such subcontractor of the assignment. 1.05 SUBMITTALS A. Submit written warranties to the ENGINEER prior to the date of substantial completion. B. When a special warranty is required to be executed by the CONTRACTOR, or the CONTRACTOR and a subcontractor, supplier or manufacturer, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the ENGINEER for approval prior to final execution. C. Refer to individual Sections of Division 2 through 16 for specific content requirements, and particular requirements for submittal of specific warranties. 1.06 FORM OF SUBMITTAL A. At final acceptance compile two copies of each required warranty and bond properly executed by the CONTRACTOR, or by the CONTRACTOR, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual. B. Bind warranties and bonds in heavy-duty, commercial quality, durable 3 -ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8-1/2 inch by 11 inch paper. Project 01-1588.00 01740-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System C. Provide heavy paper dividers with celluloid covered tabs for each separate warranty. Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address, and telephone number of the installer. D. Identify each binder on the front and the spine with the typed or printed title, "WARRANTIES AND BONDS," the project title or name, and the name of the CONTRACTOR. E. When operating and maintenance manuals are required for warranted construction, provide additional copies of each required warranty, as necessary, for inclusion in each required manual. END OF SECTION Project 01-1588.00 01740-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 01910 BY-PASS PUMPING SYSTEM PART 1 - GENERAL 1.01 DESCRIPTION A. The General Contractor shall furnish all labor, materials, equipment, tools, and services required to provide temporary by-pass pumping of sewage flows during the improvements to MDWASD Pump Station 131 and Zone 1 sanitary sewer system up to 1.5 times the design flow capacity (refer to the drawings for design flow capacity for Pump Station 131). The General Contractor shall supply and install all piping, valves, equipment, electrical wiring, wiring devices, motor controllers, level control equipment, alarms and any appurtenances required to provide continuous, uninterrupted by-pass pumping of these flows during the necessary construction period. 1.02 RELATED WORK SPECIFIED ELSEWHERE A. The following are items of materials and performance related to the by-pass pumping system described under other sections: 1. Section 02050 - Demolition 2. Section 1 1305 - Sewage Pumping Station 1 Section 16120 - Wires, Cables and Connectors '4. Exhibit A of Supplemental Conditions 1.03 PERFORMANCES A. This specification provides for continuous by-pass pumping of all flows to Pump Station 131 during that period of time in which it is necessary to shut down the existing pump station, in order to effect replacement of equipment as specified under this contract. By-pass pumping equipment shall remain in operation until such time as the new pump station equipment is accepted by the MDWASD as operational. For the purposes of this specification, operational is defined as being reliably capable of handling all flows to this pump station. The Contractors' attention is directed to Section 00700 - General Conditions regarding work schedule to coordinate scheduling of by-pass pumping activities with the work of all Contracts associated with this project. The equipment furnished and installed under this section shall be operated by the Contractor during the required time period, and it shall remain incumbent upon the Contractor to fix, repair, replace or modify said equipment in order to maintain proper operation throughout the required construction period. B. Flows to Pump Station 131 generally range between 0 gpm and 1.5 times the design flow capacity with an average flow of 80 gpm. The temporary by-pass pumping system to be used must include, but is not limited to, the following performance requirements: 1. Shall be capable of handling all flows between 0 and 1.5 times the design flow capacity in accordance with these specifications. 2. Maintain sufficient screenings removal to allow for trouble free operation of the by-pass pumping equipment. Project 01-1588.04 01910-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3. The system shall incorporate measures to protect the by-pass pumping system and the existing force main from damage due to water hammer. 4. Provide standby back-up pumping capabilities which will automatically start and function in the case of equipment failure of primary by-pass pumping equipment. 5. Where electric pumps are being used, provide standby emergency electrical generation capabilities that will automatically start and function in the case of a power failure. 6. Provide an automatic level control system, complete with a high level alarm and means of maintaining the existing alarms and telemetry. The Contractor shall provide and install temporary screening facilities and, using screenings containers, placed in an accessible location, acceptable to the MDWASD and dispose of, in a method acceptable to the MDWASD, all screening materials. C. Certain as -built information is available on the pump station and force main. It remains incumbent upon the Contractor to satisfy himself as to actual existing conditions of the station and force main and as to the accuracy of the available as -built information. 1. Contractor shall refer to contract drawings for exact location and diameter of existing forcemain and/or sanitary sewer. 1.04 QUALITY ASSURANCE AND SUBMITTALS A. Shop Drawings 1. The General Contractor shall submit to the Engineer detailed drawings, and specifications along with other miscellaneous information in accordance with Section 15010 entitled Basic Mechanical Requirements and as specified herein. a. Drawings shall include, but not be limited to, detailed illustrations of the contractors proposed layout of piping, valves, pumping equipment, emergency generator, electrical equipment, force main tie-in, control schematics, and any other details necessary for the Engineer to make a full and complete evaluation of the Contractor's proposed by-pass pump system. b. Manufacturers data shall include, but not be limited to, pump curves, motor data, electrical equipment requirements and data, valve data and any other details necessary for the Engineer to make a full and complete evaluation of the Contractor's proposed by-pass pump system. c. Installation procedures shall include, but not be limited to, proposed scheduling, shut down requirements, force main tap procedure, pump installation, piping and valve installation (including but not limited to required restraints), and any other details necessary for the engineer to make a full and complete evaluation of the contractor's proposed by-pass pump system. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 01901-2 Village of Key Biscayne No by-pass pumping system shall be allowed to be installed or started -up prior to submission of the Contractor's proposed system in accordance with the above, and receipt by the Contractor of said submission marked "reviewed" by the Engineer. In addition the MDWASD reserves the right to review all submittals. 2. Should the Contractor's proposed by-pass pumping system not meet the necessary performance requirements to the satisfaction of the Engineer, the Contractor shall take any and all necessary steps to submit an acceptable system including, but not limited to, modifying the proposed system and/or proposing a different system that meets the necessary performance requirements. 3. The Contractor shall notify the MDWASD and the Engineer of his intent to begin by-pass pumping operations a minimum of ten (10) working days prior to the scheduled start date. The Contractor shall not start pumping operations without written concurrence from the Engineer. PART 2 - EXECUTION 2.01 INSTALLATION A. General 1. All pipe penetrations into existing structures shall be sealed using water stops and an Engineer approved non -shrink grout. 2. All piping required for by-pass pumping shall be installed as required to provide a complete and operable system. Layout dimensions and number of fittings, valves, check valves, etc. shall be the sole responsibility of the Contractor, and provided and installed at no additional cost to the MDWASD. 3. The Contractor is advised that the pump station handles sewage as well as infiltration and inflow WI). Inconvenience to the Contractors due to excessive I/I flows resulting from storm events shall be deemed as nothing other than the effect of a weather event, and as such no claims related thereto shall be considered. 4. In the case of an emergency, or any event in which the temporary by-pass system fails to continuously maintain pumping of all flows reaching the pump station, should the cause be attributable, either directly or indirectly to any Contractor, any damages, delays, or other repercussions, either financial or otherwise, shall be the sole responsibility of the accountable party. Such liability shall include, but not be limited to, any penalties to which the MDWASD is subject under their Consent Decree or Settlement Agreement as a result of the Contractor's failure to maintain continuous by-pass pumping as required. 5. No demolition of existing pump station equipment by the Contractor shall be allowed until the Contractor has demonstrated, to the satisfaction of the MDWASD, that the by-pass pumping system has operated continuously, without incident for a minimum of two consecutive twenty- four hour periods. Project 01-1588.04 01901-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 6. Removal of all temporary equipment as indicated or specified shall be completed as soon as progress of the pump station improvements work permits and the pump station is operational as defined above. All restoration resulting from this work is deemed to be included and shall be accomplished by the Contractor. 7 Upon completion of by-pass pumping operations, the pipe opening from the force main wet tap shall be sealed by use of a blind flange on the end of the pipe. 2.02 BY-PASS SYSTEM POWER A. Electrical 1. Should the Contractor elect to use an electrically powered by-pass pumping system, he shall be responsible to reimburse the MDWASD for all electrical power company charges. 2. In the case that the Contractor elects to use an electrically powered by-pass system, it shall be the sole responsibility of the Contractor to provide all necessary conduit, wiring, metering and any and all necessary electrical appurtenances for a complete and operable installation. B. Fuel 1. Should the Contractor elect to use a fuel powered by-pass pumping system, all fuel costs shall be the sole responsibility of the Contractor. END OF SECTION Project 01-1588.04 01901-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02050 DEMOLITION PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all material, labor, tools, equipment, plant, appliances, and services necessary to complete all demolition, modification and removal work required above and below grade as indicated on the Drawings and specified herein. Examine the various Drawings, visit the site and determine the extent of the work, the extent of work affected therein and all conditions under which the work to is be performed. 1.02 RELATED WORK A. Section 02201 Earthwork B. Section 02207 Restoration of Surfaces 1.03 QUALITY ASSURANCE A. Permits and Licenses: Obtain all necessary permits and licenses for performing the work and furnish a r- py of same to the ENGINEER prior to commencing the work. Comply with the requirements of the permits. B. Notices: Issue written notices of planned demolition to companies or local authorities owning utility conduit, wires, or pipes running to or through the project site. Submit copies of said notices to the ENGINEER. C. Utility Services: Notify utility companies or local authorities furnishing gas, water, electrical, telephone or sewer service to remove any equipment owned by them in structures to be demolished and to remove, disconnect, cap or plug their services to facilitate demolition. 1.04 DISPOSITION OF DEMOLISHED MATERIALS A. Store salvaged materials designated as property of the OWNER in areas designated by the OWNER and promptly remove all other materials from the site. PART 2 - PRODUCTS (Not Used) Project 01-1588.04 02050-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System PART 3 - EXECUTION 3.01 PREPARATION A. Safety: Provide and maintain temporary safety barriers and other safety and security devices as necessary to protect the public and project personnel from injury due to demolition work. Protect from damage all existing work, equipment and improvements that are to remain and restore all damage caused by the demolition work at no cost to the OWNER. B. Salvage: Remove equipment, devices, and materials to be salvaged with the minimum amount of damage and store on the site as directed by the OWNER. Store salvaged equipment and materials that can be damaged by the weather in a weathertight building or area on site approved by the OWNER. Remove from the site any salvaged items that are determined to be of no value to the OWNER after removal and OWNER's inspection. 3.02 PERFORMANCE A. General: Completely remove and dispose of existing structures and appurtenances from the site as indicated on Drawings, salvage indicated items and clean up the site after completion of the demolition work. Perform demolition and removal in compliance with applicable laws and ordinances and in such a manner as to avoid hazard to persons and property and to prevent spread of dust and flying particles. B. Equipment Removal: Prior to demolition of structures, remove all mechanical and electrical equipment installed therein and carefully remove all items that are to be salvaged. C. Concrete Slabs and Vaults: Remove concrete slabs, foundation walls and concrete vault walls and t ps to a depth of not less than 24 -inches below grade. Dewater and perforate concrete bottoms of vaults by breaking in the bottom with not less than a 6 -inch diameter hole before backfilling and compacting. Remove and cap all piping in the vaults at the wall or as indicated on the Drawings. D. Piping and Valves: Remove all piping and valves that are in conflict with proposed work and are not to remain in service. Salvage the valves for the OWNER and remove piping and fittings from the site. Either remove from the site at no extra cost to the OWNER or cap the ends with suitable fittings and backfill all abandoned piping not in conflict with the proposed work. E. Asphalt Pavement: Remove all existing asphalt paving on site. Where only part of the pavement is to be removed, first mechanically saw cut the pavement along the limits of removal to prevent damage to the remaining pavement as specified in Section 02207. F. Modifications: 1. Cut and remove existing work necessary for modifications and installation of new work with a minimum of damage to the work that is to remain. Repair or restore any damage done to existing facilities that are to remain at no cost to and to the satisfaction of the OWNER. 2. Remove on a daily basis all debris created within facilities which are to remain in service during the modification work, and broom clean the floor at the end of each day's operation. Project 01-1588.04 02050-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3. Follow other specific instructions for the modification work given in other Sections of these Specifications and as indicated on the Drawings. 3.03 CLEANUP A. Clean site to a condition satisfactory to the ENGINEER, free from demolished materials, rubbish, or debris. Grade site to meet adjacent contours and provide flow for surface drainage. B. Restore items intended to remain that have been damaged by demolition work at no cost to the OWNER. C. Return all interrupted utility services to their predemolition state and disconnect temporary services, unless otherwise specified. END OF SECTION Project 01-1588.04 02050-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02201 EARTHWORK PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified: 1. Excavation and backfilling including the loosening, removing, refilling, transporting, storage, and disposal of all materials classified as "earth" necessary to be removed for the construction and completion of all work under the Contract. 2. Excavation to the widths and depths indicated on the Contract Drawings or as specified. B. Related Work Specified Elsewhere: 1. Section 02203 Structural Excavation, Backfill and Compaction 2. Section 02204 Trenching, Backfilling and Compacting 3. Section 02205 Selected Fill C. Definitions: 1 Excavation (or Trenching) a. Grubbing, stripping, removing, storing, and rehandling of all materials of every name and nature necessary to be removed for all purposes incidental to the construction and completion of all the work under construction. b. All sheeting, sheet piling, bracing and shoring, and the placing, driving, cutting off, and removing of the same. c. All diking, ditching, fluming, coffer damming, pumping, bailing, draining, well pointing, or otherwise disposing of water. d. The removing and disposing of all surplus materials from the excavations in the manner specified. e. The maintenance, accommodation, and protection of travel and the temporary paving of highways, roads, and driveways. f. The supporting and protecting of all tracks, rails, buildings, curbs, sidewalks, pavements, overhead wires, poles, trees, vines, shrubbery, pipes, sewers, conduits or other structures or property in the vicinity of the work, whether over or underground or which appear within or adjacent to the excavations, and the restoration of the same in case of settlement or other injury. g. All temporary bridging and fencing and the removing of same. Project 01-1588.04 02201-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 2. Earth: a. All materials such as sand, gravel, clay, loam, ashes, cinders, pavements, muck, roots or pieces of timber, soft or disintegrated rock, not requiring blasting, barring, or wedging from their original beds, and specifically excluding all ledge or bedrock and individual boulders or masonry larger than 1/2 -cubic yard in volume. 3. Backfill: a. The refilling of excavation and trenches to the line of filling indicated on the Contract Drawings or as directed using materials suitable for refilling of excavations and trenches; and the compacting of all materials used in filling or refilling by rolling, ramming, or as may be required and approved by the Department. 4. Spoil: a. Surplus excavated materials not required or not suitable for backfills or embankments. 5. Embankments: a. Fills constructed above the original surface of the ground or such other elevation as specified or directed. 6. Limiting Subgrade: a. The underside of the pipe barrel for pipelines. b. The underside of footing lines for structures. 7 Excavation below Subgrade: a. Excavation below the limiting subgrades of structures or pipelines. b. Where materials encountered at the limiting subgrades are not suitable for proper support of structures or pipelines, the Contractor shall excavate to such new lines and grades as required. D. Applicable Codes, Standards, and Specifications: 1. American Society for Testing and Materials (ASTM) PART 2 - PRODUCTS 2.01 DESCRIPTION A. Wood Sheeting and Bracing: Project 01-1588.04 02201-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1 Shall be sound and straight; free from cracks, shakes and large or loose knots; and shall have dressed edges where directed. 2. Shall conform to National Design Specifications for Stress Grade Lumber having a minimum fiber stress of 1200 pounds per square inch. 3. Sheeting and bracing to be left in place shall be pressure treated in accordance with ASTM D 1760 for the type of lumber used and with a preservative reviewed by the Engineer. B. Steel Sheeting and Bracing: 1. Shall be sound. 2. Shall conform to ASTM A 328 with a minimum thickness of 3/8 inch. PART 3 - EXECUTION 3.01 UNAUTHORIZED EXCAVATION A. Description: 1. Whenever excavations are carried beyond or below the lines and grades indicated on the Contract Drawings, or as given or directed by the Engineer, all such excavated space shall be refilled with special granular materials, concrete or other materials as the Engineer may direct. All refilling of unauthorized excavations shall be at the Contractor's expense. 2. All material which slides, falls or caves into the established limits of excavations due to any cause whatsoever, shall be removed and disposed of at the Contractor's expense and no extra compensation will be paid the Contractor for any materials ordered for refilling the void areas left by the slide, fall or cave-in. 3.02 REMOVAL OF WATER A. General: 1. The Contractor shall, at all times, provide and maintain proper and satisfactory means and devices for the removal of all water entering the excavations, and shall remove all such water as fast as it may collect, in such manner as shall not interfere with the prosecution of the work or the proper placing of pipes, structures, or other work. Removal of water that enters excavations shall be coordinated with the Owner or any other governing body having jurisdiction over the work location and the Engineer. 2. Unless otherwise specified or directed by the Engineer, all excavations that extend down to or below the static ground -water elevations shall be dewatered by lowering and maintained the ground water beneath such excavations at all times when work thereon is in progress, during subgrade preparation and the placing of the structure or pipe thereon. Project 01-1588.04 02201-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3. Water shall not be allowed to rise over or come in contact with any masonry, concrete or mortar, until at least 24 hours after placement, and no stream of water shall be allowed to flow over such work until such time as the Engineer may permit. 4. Where the presence of fine-grained subsurface materials and a high ground -water table may cause the upward flow of water into the excavation with a resulting quick or unstable conditions, the Contractor shall install and operate an approved well point system designed by a Professional Engineer registered in the State of Florida to prevent the upward flow of water during construction. 5. Water pumped or drained from excavations, or any sewers, drains or watercourses encountered in the work, shall be disposed of in a suitable manner without injury to adjacent property, the work under construction or to pavement, roads, drives and watercourses. Submit the proposed methods of handling trench water and locations at which the water will be disposed of to the Engineer for review before starting to excavation. The Contractor shall obtain all necessary permits required for the method of disposal before discharging water from any excavation into any portion of the public right-of-way, or into any existing drainage structure or facility, solely at his expense. 6. Any damage caused by or resulting from dewatering operations shall be the sole responsibility of the Contractor. B. Work Included: 1. The construction and removal of cofferdams, sheeting and bracing, and the furnishing of materials and labor necessary therefore. 2. The excavation and maintenance of ditches and sluiceways. 3. The furnishing and operation of pumps, well points, and appliances needed to maintain through drainage of the work in a satisfactory manner. C. Well Point Systems: 1. Installation: a. The well point system shall be designed and installed by or under the supervision of an organization whose principal business is well pointing and which has at least five consecutive years of similar experience and can furnish a representative list of satisfactory similar operations. b. Well point headers, points and other pertinent equipment shall not be placed within the limits of the excavation in such a manner or location as to interfere with the laying of pipe or trenching operations or with the excavation and construction of other structures. c. Detached observation wells of similar construction to the well points shall be installed at intervals of not less than 50 feet along the opposite side of the excavation from the header pipe and line of well points, to a depth of at least 5 feet below the Project 01-1588.04 02201-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System proposed excavation. In addition, one well point in every 50 feet shall be fitted with a tee, plug, and valve so that the well point can be converted for use as an observation well. Observation wells shall be not less than one inches in diameter. d. Standby gasoline or diesel -powered equipment shall be provided so that in the event of failure of the operating equipment, the standby equipment can be readily connected to the system. The standby equipment shall be maintained in good order and actuated regularly not less than twice a week. 2. Operation: a. Where well points are used, the ground water shall be lowered and maintained continuously (day or night) at a level not less than two feet below the bottom of the excavation. Excavation will not be permitted at a level lower than 2 feet above the water level as indicated by the observation wells. b. The effluent pumped from the well points shall be examined periodically by qualified personnel to determine if the system is operating satisfactorily without the removal of fines. c. The water level shall not be permitted to rise until construction in the immediate area is completed and the excavation backfilled. 3.03 STORAGE OF MATERIALS A. Jod: 1. Any sod cut during excavation shall be removed and stored during construction to preserve the grass growth. Sod damaged while in storage shall be replaced in like kind at the sole expense of the Contractor. B. Topsoil: 1. Topsoil suitable for final grading shall be removed and stored separately from other excavated material. C. Excavated Materials: 1. All excavated materials shall be stored in locations approved by the Village so as not to endanger the work, and so that easy access may be had at all times to all parts of the excavation. Stored materials shall be kept neatly piled and trimmed, to cause as little inconvenience as possible to public traveler or adjoining property holders. 2. Special precautions must be taken to permit access at all times to fire hydrants, fire alarm boxes, police and fire department driveways, and other points where access may involve the safety and welfare of the general public. 3.04 DISPOSAL OF MATERIALS Project 01-1588.04 02201-5 Village of Key Biscayne April 2008 Reclaimed Water Distribution System The bedding shall be placed in the excavation from cut bottom to level of the bottom of the anchor slab. Thereafter, it shall be thoroughly rammed and tamped by use of a crane and weight, or other means suitable to the Engineer, to provide a stable base for the structure. Tamping and, if necessary, additional filling shall be carried on until the Engineer, is satisfied that a suitably stable base has been created for the structure. e. After the pipe is installed, backfilling shall proceed in accordance with the provisions of MP Section 02203 entitled Structural Excavation, Backfill and Compaction. Select backfill material shall be used to backfill around the pipe and to a level one foot above the crown of the pipe. Under no circumstances will material other than select backfill or specified pipe bedding material be considered satisfactory for this purpose. If the Alternate Method of Construction, as specified herein, is used, all backfill material, including specified pipe bedding material, shall be carefully lifted into the trench and not released to fall freely therein until the bucket or container is at or just above water level. Under no circumstances shall backfill material be dumped or pushed into trenches containing water. Below existing water level, and to a point not more than 18 -inches above the water level, the backfill material shall be carefully placed in uniform layers. From a point not more than 18 -inches above the water level, and below the pavement base or the surface of the ground if out paving, backfill material shall be placed and compacted for normal backfilling as provided in MP Section 02203 entitled Structural Excavation, Backfill, and Compaction. f. After the structure is installed, special bedding material, as specified immediately above, shall be carefully hand or machine tamped around the structure up to a level of no more than eighteen inches above the water level. Thereafter, the procedures and materials specified in MP Section 02203 entitled Structural Excavation, Backfill and Compaction, shall be used to complete the installation. During all backfilling operations the backfill level shall be kept even on all sides of the structure and the Contractor shall exercise every precaution to prevent damage to, or unplanned loading of, the structure or its appurtenances. END OF SECTION Project 01-1588.04 02201-10 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02203 STRUCTURAL EXCAVATION, BACKFILL, AND COMPACTION PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified: 1. Excavation and backfill as required for the construction of structures in accordance with the applicable provisions of Section 02201 entitled Earthwork unless modified herein. B. Related Work Specified Elsewhere: 1. Section 02201 Earthwork 2. Section 02204 Trenching, Backfilling and Compacting 3. Section 02205 Selected Fill 4. Section 02207 Restoration of Surfaces 5. Section 02209 Topsoil and Seeding PART 2 - EXECUTION 2.01 .JENERAL A. Limits of Excavation: 1. Excavations shall be made to the elevations or subgrades specified and shall be only of sufficient size to allow suitable room for the proper construction of structures and appurtenances, including allowances for sheeting, dewatering, and other similar work necessary for completion of the Contract. 2. Normal subgrade for structures shall be the underside of footing lines or mud mats, if installed. 3. In no case will undercutting excavation faces be permitted. B. Subsurface Reinforcement: 1. Where an unstable subgrade is encountered and subject to the review of the Engineer, select fill may be used for subgrade reinforcement if satisfactory results can be obtained thereby. Such material shall be applied in thin layers, each layer being entirely embedded in the subsoil by thorough tamping. 2. All excess material shall be removed to compensate for the displacement by the select fill and the finished elevation shall not be above the specified subgrade. Project 01-1588.04 02203-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3. Where subgrade reinforcement is unsatisfactory, a Class "D" concrete mud mat of sufficient thickness to withstand subsequent construction operations shall be installed below the specified elevation and the structural concrete deposited thereon. C. Subsurface: 1. Subsurface for all concrete structures shall be undisturbed original earth or, mud mat on undisturbed original earth, or where excavation below subgrade is ordered, it shall be thoroughly compacted Special Backfill or Class "D" concrete as specified or directed and shall be sufficiently stable to remain firm and intact during the preparation for the placing of concrete thereon. D. Removal of Water: 1. The Contractor shall, at all times, provide and maintain proper and satisfactory means and devices for the removal of all water entering the excavations, and shall remove all such water as fast as it may collect, in such manner as shall not interfere with the prosecution of the work or the proper placing of pipes, structures or other work. 2. The removal of water shall be in accordance with Section 02201 Earthwork. E. Backfilling 1. Backfilling shall be with suitable excavated materials that can be compacted as specified. In the event the excavated materials are not suitable, special backfill as specified or ordered by the Engineer shall be used for backfilling. 2. Backfilling around structures shall not be commenced before the structure has developed sufficient strength to withstand the loads applied. No backfill material shall be allowed to fall directly on a structure, until at least 12 inches of material has been hand -placed and compacted nor shall any material be pushed directly against a structure in backfilling. 3. Backfill shall be deposited in horizontal layers and at no greater thickness than can be compacted to obtain the specified minimum densities. F. Compaction: 1. Where structures, driveways, sidewalks, or other features are to be constructed on the backfilled area, the entire backfill shall be compacted to obtain 95 percent maximum density. Other areas shall be compacted to obtain 90 percent density. 2. The density shall be determined as set forth in Section 02201 Earthwork. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 02203-2 Village of Key Biscayne SECTION 02204 TRENCHING, BACKFILLING, AND COMPACTING PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified: 1. Excavation and backfill as required for pipe installation or other construction in the trench in accordance with the applicable provisions of Section 02201 entitled Earthwork unless modified herein. 2. The removal and disposal of water. B. Related Work Specified Elsewhere 1. Section 02201 Earthwork 2. Section 02205 Selected Fill 3. Section 02207 Restoration of Surfaces 4. Section 16010 Basic Electrical Requirements PART 2 - EXECUTION 2.01 EXCAVATION A. The trench excavation shall be located as indicated on the Contract Drawings or as specified. Under ordinary conditions, excavation shall be by open cut from the ground surface. Where the depth of trench and soil conditions permit, tunneling may be required beneath cross walks, curbs, gutters, pavements, trees, driveways, railroad tracks and other surface structures. No additional compensation will be allowed for such tunneling over the price bid for open cut excavation of equivalent depths below the ground surface unless such tunnel excavation is specifically provided for in the Contract Documents. B. Trenches shall be excavated to maintain the depths as indicated on the Contract Drawings or as specified for the type of pipe to be installed. C. The alignment and depth shall be determined and maintained by the use of a string line installed on batter boards above the trench, a double string line installed along side of the trench or a laser beam system. D. The minimum width of trench excavation shall be 6 inches on each side of the pipe hub for 21 - inch diameter pipe and smaller and 12 inches on each side of the pipe hub for 24 -inch diameter pipe and larger. E. Trenches shall not be opened for more than 300 feet in advance of pipe installation nor left unfilled for more than 100 feet in the rear of the installed pipe when work is in progress without Project 01-1588.04 02204-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System the consent of the Engineer. Open trenches shall be protected and barricaded as required. There will be no trenches left open at the close of each working day unless properly protected and approved by the Department. F. Bridging across open trenches shall be constructed and maintained where required, or as specified or directed. 2.02 SUBGRADE PREPARATION FOR PIPE A. Where pipe is to be laid on undisturbed bottom of excavated trench, mechanical excavation shall not extend lower than the finished subgrade elevation at any point. B. Where pipe is to be laid on special granular material the excavation below subgrade shall be to the depth specified or directed. The excavation below subgrade shall be refilled with special granular material as specified or directed, shall be deposited in layers not to exceed 6 inches and shall be thoroughly compacted prior to the preparation of pipe subgrade. C. The subgrade shall be prepared by shaping with hand tools to the contour of the pipe barrel to allow for uniform and continuous bearing and support on solid undisturbed ground or embedment for the entire length of the pipe. D. Pipe subgrade preparation shall be performed immediately prior to installing the pipe in the trench. Where bell holes are required, they shall be made after the subgrade preparation is complete and shall be only of sufficient length to prevent any part of the bell from becoming in contact with the trench bottom and allowing space for joint assembly. 2.03 STORAGE OF MATERIALS A. Traffic shall be maintained at all times in accordance with the applicable State and local laws. Where no State or local law is applicable, at least one-half of the street must be kept open for traffic at all times unless otherwise approved by the Department, or as indicated on the Contract Drawings. B. Where conditions do not permit storage of materials adjacent to the trench, the material excavated from a length as may be required, shall be removed by the Contractor, at his cost and expense, as soon as excavated. The material subsequently excavated shall be used to refill the trench where the pipe had been built, provided it is of suitable character. The excess material shall be removed to locations selected and obtained by the Contractor. 1. The Contractor shall, at his cost and expense, bring back adequate amounts of satisfactory excavated materials as may be required to properly refill the trenches. C. If directed by the Engineer, the Contractor shall refill trenches with select fill or other suitable materials and excess excavated materials shall be disposed of as spoil. Project 01-1588.04 02204-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 2.04 REMOVAL OF WATER AND DRAINAGE A. The Contractor shall at all times provide and maintain proper and satisfactory means and devices for the removal of all water entering the trench, and shall remove all such water as fast as it may collect, in such manner as shall not interfere with the prosecution of the work. B. The removal of water shall be in accordance with Section 02201 entitled Earthwork. 2.05 PIPE EMBEDMENT A. All pipes shall be protected from lateral displacement and possible damage resulting from superimposed backfill loads, impact, or unbalanced loading during backfilling operations by being adequately embedded in suitable pipe embedment material. To ensure adequate lateral and vertical stability of the installed pipe during pipe jointing and embedment operations, a sufficient amount of the pipe embedment material to hold the pipe in rigid alignment shall be uniformly deposited and thoroughly compacted on each side, and back of the bell, of each pipe as laid. B. Concrete cradle and encasement of the class specified shall be installed where and as indicated on the Contract Drawings or ordered by the Engineer. Before any concrete is placed, the pipe shall be securely blocked and braced to prevent movement or flotation. The concrete cradle or encasement shall extend the full width of the trench as excavated unless otherwise authorized by the Engineer. Where concrete is to be placed in a sheeted trench, it shall be poured directly against sheeting to be left in place or against a bond -breaker if the sheeting is to be removed. C. Embedment materials placed above the centerline of the pipe or above the concrete cradle to a Depth of 12 inches above the top of the pipe barrel shall be deposited in such manner as to not damage the pipe. Compaction shall be as required for the type of embedment being installed. 2.06 BACKFILL ABOVE EMBEDMENT A. The remaining portion of the pipe trench above the embedment shall be refilled with suitable materials compacted as specified. 1. Where trenches are within the ditch -to -ditch limits of any street or road or within a driveway or sidewalk, or shall be under a structure, the trench shall be refilled in horizontal layers not more than 6 inches in thickness, and compacted to obtain 95 percent maximum density, and determined as set forth in Section 02201 entitled Earthwork. 2. Where trenches are in open fields or unimproved areas outside of the ditch limits of roads, the backfilling may be done by placing the material in the trench and mounding the surface. 3. Hand tamping shall be required around buried utility lines or other subsurface features that could be damaged by mechanical compaction equipment. B. Backfilling of trenches beneath, across or adjacent to drainage ditches and water courses shall be done in such a manner that water will not accumulate in unfilled or partially filled trenches and the backfill shall be protected from surface erosion by approved means. Project 01-1588.04 02204-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Sieve Size Percent Passing by Weight 2 1/4 -inch 100 2 -inch 95-100 3/4 -inch 50-75 1/4 -inch 25-45 No. 40 5-20 No. 100 2-12 PART 3 - EXECUTION 3.01 GENERAL A. Special granular material as specified or directed for pipeline embedment shall be placed in accordance with Section 02204 entitled Trenching, Backfilling, and Compacting. B. Special backfill where specified or directed shall be placed in accordance with the backfilling provisions of Section 02204 entitled Trenching, Backfilling, and Compacting. C. Materials displaced using the above materials shall be wasted or disposed of by the Contractor, and the cost of such disposal shall be borne by the Contractor. D. Any settlements in the finished work shall be made acceptable to the Department by the Contractor at his cost and expense. END OF SECTION s Project 01-1588.04 April 2008 Reclaimed Water Distribution System 02205-4 Village of Key Biscayne 2.04 REMOVAL OF WATER AND DRAINAGE A. The Contractor shall at all times provide and maintain proper and satisfactory means and devices for the removal of all water entering the trench, and shall remove all such water as fast as it may collect, in such manner as shall not interfere with the prosecution of the work. B. The removal of water shall be in accordance with Section 02201 entitled Earthwork. 2.05 PIPE EMBEDMENT A. All pipes shall be protected from lateral displacement and possible damage resulting from superimposed backfill loads, impact, or unbalanced loading during backfilling operations by being adequately embedded in suitable pipe embedment material. To ensure adequate lateral and vertical stability of the installed pipe during pipe jointing and embedment operations, a sufficient amount of the pipe embedment material to hold the pipe in rigid alignment shall be uniformly deposited and thoroughly compacted on each side, and back of the bell, of each pipe as laid. B. Concrete cradle and encasement of the class specified shall be installed where and as indicated on the Contract Drawings or ordered by the Engineer. Before any concrete is placed, the pipe shall be securely blocked and braced to prevent movement or flotation. The concrete cradle or encasement shall extend the full width of the trench as excavated unless otherwise authorized by the Engineer. Where concrete is to be placed in a sheeted trench, it shall be poured directly against sheeting to be left in place or against a bond -breaker if the sheeting is to be removed. C. Fmbedment materials placed above the centerline of the pipe or above the concrete cradle to a Depth of 12 inches above the top of the pipe barrel shall be deposited in such manner as to not damage the pipe. Compaction shall be as required for the type of embedment being installed. 2.06 BACKFILL ABOVE EMBEDMENT A. The remaining portion of the pipe trench above the embedment shall be refilled with suitable materials compacted as specified. 1. Where trenches are within the ditch -to -ditch limits of any street or road or within a driveway or sidewalk, or shall be under a structure, the trench shall be refilled in horizontal layers not more than 6 inches in thickness, and compacted to obtain 95 percent maximum density, and determined as set forth in Section 02201 entitled Earthwork. 2. Where trenches are in open fields or unimproved areas outside of the ditch limits of roads, the backfilling may be done by placing the material in the trench and mounding the surface. 3. Hand tamping shall be required around buried utility lines or other subsurface features that could be damaged by mechanical compaction equipment. B. Backfilling of trenches beneath, across or adjacent to drainage ditches and water courses shall be done in such a manner that water will not accumulate in unfilled or partially filled trenches and the backfill shall be protected from surface erosion by approved means. Project 01-1588.04 02204-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1. Where trenches cross waterways, the backfill surface exposed on the bottom and slopes thereof shall be protected by means of stone or concrete rip -rap or pavement. C. All settlement of the backfill shall be refilled and compacted as it occurs. D. Temporary pavement shall be placed as specified in Section 02207 entitled Restoration of Surfaces. END OF SECTION Project 01-1588.04 02204-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02205 SELECTED FILL PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified: 1. The Contractor shall furnish and install selected fill materials to be used in either embedment or special backfill as specified or as directed by the Engineer. B. Related Work Specified Elsewhere: 1. Section 02201 Earthwork 2. Section 02203 Structural Excavation, Backfill and Compaction 3. Section 02204 Trenching, Backfilling, and Compaction 4. Section 02207 Restoration of Surfaces C. Definitions: 1. Embedment or Lining a. Any type granular material specified or directly placed below an imaginary line drawn one foot above the crown of the pipe and within the trench limits. 2. Special Backfill a. Pipelines Any selected fill material specified or directly placed above an imaginary line drawn one foot above the crown of the pipe and within the trench limits. b. Structures Any selected fill material specified or directly placed within the excavation limits, either in, under, or adjacent to the structure. 3. Special Granular Material a. Special granular material shall mean any of the granular materials specified in Part 2 of this section or other materials ordered by the Engineer. 1.02 SUBMITTALS A. The following item(s) shall be submitted in accordance with Section 15000 entitled General Equipment Requirements. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 02205-1 Village of Key Biscayne 1. The name and location of the source of the material. 2. Samples and test reports of the material. B. No fill material shall be delivered to the site until the test reports have been reviewed by the Engineer. PART 2 - PRODUCTS 2.01 LISTING OF GRANULAR MATERIALS A. Granular Fill: 1. Granular fill shall be free from roots, sod, rubbish, and other deleterious or organic matter. Granular fill shall conform to the following gradation requirements. Sieve Size Percent Finer by Weight 6 -inch 100 No. 4 30-95 No. 40 10-70 No. 200 0-15 2. Granular fill shall be used beneath slabs; foundations; footings; walls; and in other soil bearing situations, and where otherwise indicated on the Contract Drawings and Specifications. R Sand -Gravel: 1. Sand -gravel shall consist of hard, durable sand and gravel, and shall be free from roots, sod, rubbish, and other deleterious or organic matter. It shall conform to the following gradation requirements. Sieve Size Percent Finer by Weight 3 -inch 100 1/2 -inch 50-85 No. 4 40-75 No. 10 25-60 No. 40 10-35 No. 100 2 No. 200 0-8 2. Sand -gravel fill material shall be used where drainage is critical, such as with underdrain systems and working mats and as a base course below pavement, walkways, and slabs on - grade and where otherwise indicated on the Contract Drawings and Specifications. C. Crushed Stone: 1. Crushed stone shall consist of durable crushed rock or durable crushed gravel stone, free from sand, clay, loam, or other deleterious or organic material. The crushed stone shall be uniformly blended and shall conform to the requirements Project 01-1588.04 April 2008 Reclaimed Water Distribution System 02205-2 Village of Key Biscayne Sieve Size Percent Passing by Weight 3/4 -inch Stone 1 /2 -inch Stone 1 -inch 100 3/4 -inch 90-100 100 1 /2 -inch 20-50 90-100 3/8 -inch 0-20 25-55 No. 4 0-5 0-8 No. 8 - 0-3 2. Crushed stone shall be used as a working mat (3/4 -inch) or as a filter layer (1/2 -inch) around perforated pipe in the underdrain systems at the option of the Contractor and approved by the Department, and where otherwise indicated on the Contract Drawings and Specifications. (Use only where underdrains are required.) 3. Crushed stone bedding under all pipelines in trenches shall be provided to a compaction depth of not less than 6 -inches under pipelines and extending above the bottom of pipelines to the midpoint of the pipes and for the full width of the trenches. D. Coarse Sand: 1. Coarse sand shall be provided from sources outside the Department's property, in the quantities required for completion of the work, and of the quality specified and approved. Coarse sand shall conform to the following graduation: Sieve Size Percent Passing by Weight 1/2 -inch 100 3/8 -inch 90-100 No. 4 0-20 No. 8 0-5 No. 100 0-15 2. Coarse sand shall be used around all electrical conduit in trenches and appurtenant work and where otherwise indicated on the Contract Drawings and Specifications. 3. Coarse sand in conduit trenches shall extend from 6 -inches under conduits to 6 -inches above conduits (except for PVC conduit which shall have a minimum of 1 foot of sand cover) and for full width of trenches. E. Processed Aggregate Base: 1. Processed aggregate base for use as pavement sub -base and refill below normal grade or as otherwise found applicable for use shall be provided from sources outside the Department's property, in the quantities required for completion of the work, and the quality specified and approved. Processed aggregate base shall conform to. 2. Processed aggregate base shall consist of hard, durable stone and sand, and shall be free from lumps of clay, organic matter, or other objectionable material. Processed aggregate base shall conform to the following gradation. Project 01-1588.04 02205-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Sieve Size Percent Passing by Weight 2 1/4 -inch 100 2 -inch 95-100 3/4 -inch 50-75 1/4 -inch 25-45 No. 40 5-20 No. 100 2-12 PART 3 - EXECUTION 3.01 GENERAL A. Special granular material as specified or directed for pipeline embedment shall be placed in accordance with Section 02204 entitled Trenching, Backfilling, and Compacting. B. Special backfill where specified or directed shall be placed in accordance with the backfilling provisions of Section 02204 entitled Trenching, Backfilling, and Compacting. C. Materials displaced using the above materials shall be wasted or disposed of by the Contractor, and the cost of such disposal shall be borne by the Contractor. D. Any settlements in the finished work shall be made acceptable to the Department by the Contractor at his cost and expense. END OF SECTION Project 01-1588.04 02205-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02207 RESTORATION OF SURFACES PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified I. All types of surfaces, sidewalks, curbs, gutters, culverts and other features disturbed, damaged or destroyed during the performance of the work under or as a result of the operations of the Contract, shall be restored and maintained by the Contractor, as specified herein or as modified or described in the Special Conditions. 2. The quality of materials and the performance of work used in the restoration shall produce a surface or feature equal to or better than the condition of each before the work began, as approved by the Department. 3. The replacement of surfaces at any time, as scheduled or as directed, shall not relieve the Contractor of responsibility to repair damages by settlement or other failures. B. Related Work Specified Elsewhere 1. Section 02209 Topsoil and Seeding 1.02 SUBMITTALS A. The Contractor shall submit a schedule of restoration operations to the Engineer for review. PART 2 - EXECUTION 2.01 GENERAL A. Where applicable, the Contractor shall be responsible for cutting, removing, protecting, replacing, or stabilizing all existing roadways, driveways, and pavements of the various type encountered, removed, or damaged under this Project. In addition, all existing utility castings, including valve boxes, junction boxes, manholes, handholes, pull boxes, inlets, and similar structures in the areas of trench restoration, pavement replacement, and pavement overlay shall be adjusted to bring them flush with the surface of the finished work. B. Protect from damage by construction operations, all pavements, including all base courses and surface courses, within the work area. Any base course or surface course, damaged because of these operations, shall be restored in accordance with the applicable requirements of these Specifications, and to the satisfaction of the Engineer and the Department. Any damage to adjacent roadway will require that the Contractor resurface the entire width of the street in which the damage occurred for the entire block. The Contractor shall notify in writing the authority Project 01-1588.04 02207-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System having jurisdiction over any street, including detour routes, where defective pavement exists prior to proceeding with any work in the vicinity. A copy of all such notices shall be forwarded to the Engineer. C. Permanent pavement repairs shall be made with edges straight and parallel and patches rectangular in plan. Replace any paving required beyond the limits shown in the Standards, and as called for in the Specifications. Where excavations are located out of the existing pavement and damage occurs to the pavement, it shall also be replaced. D. Pavement markings removed or obliterated shall be replaced to the satisfaction of the Metropolitan Dade County Department of Public Works Department, the Traffic Engineering Division or other recognized authority having jurisdiction over the work area. E. The percentage of maximum density for subgrade and lime rock base specified herein, are minimum. Greater percentages of maximum density shall be obtained, if so required by the governing authority having jurisdiction over the work location. F. Asphaltic concrete mixtures shall be obtained only from plants that comply with the requirements of D.O.T. Specifications, Section 320 as applicable, using materials specified herein, and producing the specified mixture. General construction requirements for all hot bituminous mixtures specified herein shall conform to D.O.T. Specifications, Section 330, as applicable. G. All equipment necessary for construction shall be on the job site in first class working condition. H. Asphaltic concrete shall be laid only where the surface to be covered is intact, firm, cured, and dry, and only when weather conditions are suitable. The temperature of the mixture at the time of spreading shall be no lower than 260 degrees F or higher than 320 degrees F, the lower limit to be approached in warm weather, and the higher limit in cold weather. No mixture shall be spread _ when the air temperature is less than 40 degrees F, nor when the spreading cannot be finished and compacted during daylight hours. I. Under no circumstances shall asphalt material be placed while rain is falling, or when there is water on the area to be covered. 2.02 TEMPORARY PAVING Temporary paving will be required where the original paved surface is removed, and shall be placed the same day the excavation is backfilled. The excavations trench shall be backfilled as required in "Backfill and Compaction," up to a level 1 inch below the existing pavement surface and a temporary, hot -mixed asphalt pavement shall be constructed up to the level of the existing pavement surface. The temporary pavement shall be maintained in a condition satisfactory to the Engineer until its removal, and replacement shall be made within 30 days with the permanent pavement. In replacing the temporary paving with permanent pavement, all work shall be completed in sections compatible with specified traffic maintenance procedures. 2.03 PAVING REPAIRS A. General Project 01-1588.04 02207-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Paving repairs, when required, shall include complete edge of pavement to edge of pavement restoration unless otherwise directed by the Engineer. At the direction of the Engineer, one or more of the following types of pavement repairs may be required. 1. Type I Paving Repairs (Lime rock Base -Asphaltic Concrete Surface) Type I paving repairs shall be made with an 8 inch thick compacted lime rock base and a minimum 1 inch thick asphaltic concrete wearing surface. Lime rock for pavement base shall be Miami lime rock obtained from local sources where the overburden was removed from the pits prior to mining operations. The lime rock shall comply with requirements of D.O.T. Specifications, Section 911. Excavate the backfill previously placed and compacted, to the required depth below the existing road surface and the existing paving shall be cut back beyond all excavations, using an abrasive disc saw to trim the edges to straight and true lines. Minimum width for the lime rock base shall be equal to the trench width plus 2 feet. Place eight inches of lime rock base in two layers, each layer compacted to not less than 98% density, as specified in "Backfill and Compaction". During rolling, wet down as necessary, to secure the greatest possible compaction. After rolling, scarify the entire surface to a depth of not less than 3 inches, shape to conform to the existing surface, then water and roll again. Rolling and watering shall continue until the entire depth of the base is banded and compacted into an unyielding mass. If at any time the subgrade material becomes churned up and mixed with the base course materials, digout and remove the mixture, reshape and compact the subgrade, and replace the material removed, with clean rock which shall be watered and rolled until satisfactorily compacted. After the base surface has been properly prepared and is dry and ready to receive the wearing surface, a tack coat of emulsified asphalt (Grade RS -2) shall be applied at a rate of approximately 0.10 gallon per square yard, immediately followed by the asphaltic concrete. The tack coat shall be applied to the entire lime rock base uniformly, and shall thoroughly coat all surfaces. Care shall be taken to tack coat and bond the edges of surrounding pavement and to prevent application of tack coat material to surfaces that will not be in contact with new asphaltic concrete pavement. The asphaltic concrete wearing surface shall be plant mixed, using the best grade of local aggregates of approved size and gradation and mixed with an approved binder and conforming to either the State of Florida Department of Transportation Specifications, Type S-1 Asphaltic Concrete, Section 331-1 through 331-5, or Dade County Public Works Type I, as ordered by the Engineer. Where the width of the repair permits, the material shall be placed by means of an approved mechanical spreader and finisher. The mixture shall be compacted to true grade and cross section by means of a tandem roller weighing not less than eight tons. The compacted asphaltic concrete mixture shall not be, in any case, less than one inch in thickness. Rolling shall proceed as closely behind the spreader as possible and all material shall be completely compacted the same day it is placed. The minimum width of the wearing surface shall be the same as the base. 2. Type II Paving Repairs (Special Lime rock Base -Asphaltic Concrete Surface) Project 01-1588.04 02207-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Use Type II repairs when the restoration work falls within the limits of a State Road, similar to Type I paving repairs except for the dimensions of the lime rock base and asphaltic concrete surface course. The lime rock base varies in thickness from twice the thickness of the existing base directly over the excavation (12 -inch thick minimum), to the same thickness of the existing base at the sides of the repair. Minimum width for the base shall be equal to the trench width plus 3 feet. Compact the lime rock base in 4 -inch layers until the required thickness is obtained. The asphaltic concrete wearing surface shall match the thickness of the adjacent roadway but shall not be less than 1 1/2 inches thick in any case. Minimum width for wearing surface shall be equal to the trench width plus 4 feet. A friction type surface course may also be required in addition to the standard repair. Friction courses shall be constructed using the type and thickness of asphaltic concrete specified by permit, and in accordance with the applicable provisions for Type V paving repairs. 3. Type III Paving Repairs (Concrete Base -Asphaltic Concrete Surface) The use of Type III repairs is usually confined to restoration of pavement over trenches cut across existing pavement (and traffic flow), and short trenches cut parallel to the roadway centerline. A trench cut 200 feet or less in length shall be considered a "short trench." Paving repairs shall be made with a 6 -inch thick reinforced concrete base and a minimum 1 -inch thick asphaltic concrete wearing surface. The backfill previously placed and compacted shall be excavated to the required depth below the road surface, and the existing paving shall be cut back beyond all excavations, using an abrasive disc saw to trim the edges to straight and true lines. Minimum width for the concrete base shall be equal to the trench width plus 2 feet. The subgrade shall then be recompacted by rolling or by mechanical tamper to its former density. Wire mesh shall be placed, supported on chairs or bricks at the proper elevation. The subgrade shall then be wet down and Type III, High Early Strength concrete as previously specified shall then be placed, using a vibrator to insure a uniform density. When the concrete has properly cured in the opinion of the Engineer, and surface is dry, a tack coat and asphaltic concrete wearing surface shall be applied as specified hereinabove for Type I paving repairs. Minimum width of the wearing surface shall be the same as the base. 4. Type IV Paving Repairs (Concrete Slab -Rigid Pavement) Type IV repairs will be used when the restoration work falls within the limits of existing rigid pavement. Paving repairs shall be similar to Type III paving repairs except that No. 4 reinforcing steel bars spaced 12 inches on centers both ways shall be substituted for the mesh reinforcement, and the slab shall be 8 inches thick instead of 6 inches, with the top of the concrete matching the elevation and finish of the existing pavement. The asphaltic concrete surface course is not required. 5. Type V Paving Repairs (Asphaltic Concrete Wearing Surface Overlay) Project 01-1588.04 02207-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Type V paving repair is usually in addition to required Type I, II, or Type III paving repairs and shall consist of a machine -laid asphaltic concrete, meeting the requirements of Type I repairs as specified hereinabove. As used herein, "overlay" shall mean Type V paving repairs. In general, the overlay will be applied in a full lane width or widths, after the permanent paving repairs have been made. Where the overlay will abut existing pavement which is not to be overlaid, such as at extreme ends, the marked centerline of the pavement, or other lane markings, the existing asphaltic concrete surface shall be saw cut for its full depth or 1 inch minimum, and then stripped back for at least 2 feet into the area to be overlaid to a second cut which shall also be in clean straight lines. The second, or interior, cut edge shall be rolled with a tandem roller weighing not less than 8 tons before the overlay is applied. The stripped area shall be used to provide a transition or "feather" area between the overlay and the existing pavement. Before placing the overlay, all cut edges and the stripped area shall be tack coated with emulsified asphalt as specified herein below. Before the overlay is applied, sweep existing surfaces clean of all dirt and debris, using a power - driven broom, if warranted by the size of the location to be overlaid, and/or as ordered by the Engineer. Clear pavement edges of all encroaching vegetation, loose sand, rock, and all other foreign matter. When the existing surface is thoroughly clean, apply a tack coat of emulsified asphalt, Grade RS -2 (anionic) at the rate of approximately 0.10 gallon per square yard, immediately followed by the asphaltic concrete overlay. Pace machine -laid overlay by means of an approved mechanical spreader and finisher, and compact the mixture to true grade and cross section by means of a tandem roller weighing not less than 8 tons. The compacted overlay mixture shall be as thick as required to produce a smooth uniform surface free of any irregularities, but shall not be less than one inch in thickness. Rolling shall proceed as closely behind the spreading of the mixture as possible, and all material shall be completely compacted the same day it is placed. 6. Type VI Paving Repairs (Lime rock Base -Sand Seal Surface) The use of Type VI repairs is usually confined to the restoration of excavations in existing sand - seal surface areas or streets. Repairs for restoration of excavations is existing sand -seal areas or roads shall consist of 8 -inch thick lime rock base over the excavation and forming a shoulder 12 inches wide on each side, with the surface level with the existing grade, and a sand -seal surface course over the prepared base and complete width of the existing area or street where such existing sand -seal surface exists, for the full length of the cut. Lime rock base courses over excavations shall be as specified under Type I paving repairs. After the bonded base has dried sufficiently, the entire surface shall be swept to break the glaze, and remove all traces of loose dirt, sand, and other debris. A bituminous surface treatment shall then be applied, consisting of emulsified asphalt, Grade RS -2 (anionic) at the recommended temperature, and at a rate of approximately 0.10 gallon per square yard. The surface treatment Project 01-1588.04 02207-5 Village of Key Biscayne April 2008 Reclaimed Water Distribution System shall immediately be covered with clean approved sand, spread by mechanical device at a rate sufficient to insure against bleeding through the sand cover, rolled, and then opened to traffic and permitted to cure. During the curing period, additional sand shall be applied, if required, to prevent possible pickup of the new surface by traffic. Excess sand cover shall be swept away and removed. Apply asphalt with a standard self -powered, self-propelled, bituminous pressure distributor equipped with spray bars, tank heater, thermometer, pressure gauges, tachometer, and a volume mensuration device. Apply only when the existing surface is dry and the temperature is above 50 degrees F. No asphalt shall be applied until the surface to be covered is satisfactorily prepared to receive it. 2.04 DRIVEWAY, SIDEWALK, AND CURB AND GUTTER REMOVAL AND REPLACEMENT A. General The Contractor shall be responsible for cutting, removing, protecting, and replacing all existing concrete driveways, sidewalks, and curb and gutter of the various types encountered, removed, or damaged during the execution of the Project. He shall be responsible for the protection from damage by his construction operations, of all concrete driveways, sidewalks, and curb and gutter within the limits of the excavation width plus 2 feet. Any concrete driveway, sidewalk, or curb and gutter beyond these limits of the work area, damaged as a result of this operation, shall be restored in accordance with the applicable requirements of these Specifications, and to the satisfaction of the Engineer. To protect himself from liability for any existing damaged concrete driveways, sidewalks, etc., he shall notify in writing the authority having jurisdiction prior, to proceeding with any work in the vicinity. A copy of all such notices shall be forwarded to the Engineer. As used herein, "driveway" shall mean concrete, brick, asphalt or gravel driveway, and "curb and gutter" shall mean freestanding curb, gutter, combination curb and gutter, or valley gutter. Provide adequate means to protect each driveway, sidewalk, and curb and gutter installation from damage from vandals, animals, weather or other causes, until the concrete is hard. Should damage occur from such causes, remove, and replace the damaged item. All concrete and concrete work for driveway, sidewalk and curb and gutter replacement shall conform to all applicable provisions of Section 03002 entitled Reinforced Concrete. B. Driveways Restore concrete driveways, and sidewalks crossing driveways, in full sections or blocks rather than excavation width plus two feet, if the original construction was divided into such sections or blocks. The existing driveway (or sidewalk) shall be cut with an abrasive disc saw to trim the edges to straight and true lines, with edges parallel and rectangular in plan. The interior concrete shall then be broken up and removed from the site. Replace concrete driveways, and sidewalks crossing driveways, with a concrete slab having a minimum thickness of 6 inches. Steel reinforcement is not required unless the existing driveway Project 01-1588.04 02207-6 Village of Key Biscayne April 2008 Reclaimed Water Distribution System (or sidewalk) is so reinforced, in which case the replaced driveway shall also be reinforced to match the existing. Such forms as are necessary shall be set up and the subgrade regraded for a slab 6 inches thick. The subgrade shall be thoroughly compacted and wet down prior to placing the concrete. The surface shall be given a surface and edging to match, as nearly as possible, that of the existing driveway (or sidewalk). The finish and edging shall be obtained using screeds, trowels, edges and any other tool normally required by the trade in performing this kind of work. All forms for concrete driveways (or sidewalks) including those for expansion joints, shall be metal and shall be clean and well oiled prior to placing concrete. The forms shall be set in place far enough in advance of concrete placing for the Engineer to check line and grade. Abrupt changes in line and grade will not be permitted, and forms shall be set to insure smooth curvature and alignment both vertically and horizontally. Forms shall be left in place for a minimum of 24 hours after concrete has been placed. Replacement driveway (and sidewalks) shall match the elevation and alignment of existing driveways (and sidewalks) wherever a connection is made. C. Sidewalks Restore sidewalks in full section rather than excavation width plus 2 feet. Removal of existing sidewalk, installation of forms, preparation of subgrade, and the final finish shall be performed as specified hereinabove for driveways, except that the minimum thickness of the sidewalk shall be 4 inches thick. D. Curb and Gutter Restore curb and gutter in lengths equal to excavation width plus 2 feet, or 10 feet, whichever is greater, unless otherwise permitted or directed by the Engineer. Removal of existing curb and gutter, installation of forms, preparation of subgrade, and the final finish shall be performed as specified hereinabove for driveways. The shape and final finish shall match that of the existing curb and gutter. 2.05 LAWNS AND IMPROVED AREAS A. The area to receive topsoil shall be graded to a depth of not less than 4 inches or as specified, below the proposed finish surface. 1. If the depth of existing topsoil prior to construction was greater than 4 inches, topsoil shall be replaced to that depth. B. The furnishing and placing of topsoil, seed, and mulch shall be in accordance with Section 02209 Topsoil and Seeding. C. When required to obtain germination, the seeded areas shall be watered in such a manner as to prevent washing out of the seed. Project 01-1588.04 02207-7 Village of Key Biscayne April 2008 Reclaimed Water Distribution System D. Any washout or damage that occurs shall be regraded and reseeded until a good sod is established. E. The Contractor shall maintain the newly seeded areas, including regrading, reseeding, watering and mowing, in good condition. 2.06 OTHER TYPES OF RESTORATION A. Trees, shrubs and landscape items damaged or destroyed because of the construction operations shall be replaced in like species and size. 1. Alt planting and care thereof shall meet the standards of the American Association of Nurserymen. B. Water courses shall be reshaped to the original grade and cross-section and all debris removed. Where required to prevent erosion, the bottom and sides of the watercourse shall be protected. C. Culverts destroyed or removed because of the construction operations shall be replaced in like size and material and shall be replaced at the original location and grade. When there is minor damage to a culvert and with the consent of the Engineer, a repair may be undertaken, if satisfactory results can be obtained. D. Should brick pavements including driveways and traffic calming devices be encountered in the work, the restoration shall be as directed by the Engineer. E. Fences destroyed or removed because of the construction operations shall be replaced in like size and material and shall be replaced at the original location. 2.07 MAINTENANCE A. The finished products of restoration shall be maintained in an acceptable condition for and during a period of one year following the date of Substantial Completion or other such date as set forth elsewhere in the Contract Documents. Any necessary rework or repairs shall be at the expense of the Contractor. END OF SECTION Project 01-1588.04 02207-8 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02209 TOPSOIL AND SEEDING PART 1 - GENERAL 1.01 DESCRIPTION A. Work Specified 1. The furnishing of topsoil, fertilizer, seed, and mulch; the preparation of the subgrade; and the placing of the topsoil, fertilizer, seed, and mulch. 2. All maintenance as required until final acceptance by the Department. B. Related Work Specified Elsewhere 1. Section 02207 Restoration of Surfaces 1.02 SUBMITTALS A. The Contractor shall submit data on the location of source for off -site topsoil. B. Analysis of the seed. C. 3nould hydro seeder be used, the Contractor shall submit all data including material and application rates. PART 2 - PRODUCTS 2.01 MATERIALS A. Topsoil shall be friable clayey loam free from clay lumps, stones, roots, sticks, stumps, brush, and foreign objects. B. Fertilizer shall be a standard quality product of a commercial carrier of available plant food elements. A complete prepared and packaged material containing a minimum of 10 percent nitrogen, 10 percent phosphoric acid, and 10 percent potash shall be provided. 1. Each bag of fertilizer shall bear the manufacturer's guaranteed statement of analysis. C. Seed mixtures shall be of commercial stock of the current season's crop and shall be delivered in unopened containers bearing the guaranteed analysis of the mix. 1. All seed shall meet the State standards of germination and purity. D. Seed mixtures shall be as follows: Project 01-1588.00 April 2008 Reclaimed Water Distribution System 02209-1 Village of Key Biscayne Specie Application Rate Pensacola Bahia Common Hulled Bermuda Rye or Millet 150 lbs per acre 40 lbs per acre 75 lbs per acre E. Mulch shall be composed of specially prepared cypress bark mulch, Type B and shall be free from noxious weeds. PART 3 - EXECUTION 3.01 INSTALLATION A. The area to receive topsoil shall be graded to a depth of not less than 4 inches or as specified, below the proposed finished surface. If the depth of topsoil existing prior to construction was greater than 4 inches, the topsoil shall be replaced not less than the greater depth. 1. All debris, stones and inorganic material shall be removed and the surface loosened for a depth of 2 inches prior to the placing of the topsoil. 2. The topsoil shall not be placed until the subgrade is in suitable condition and shall be free of excessive moisture. B. Satisfactory topsoil removed from the excavations shall be placed on the prepared subgrade to the depth required. 1. In the event the topsoil removed during excavation is unsatisfactory or inadequate to obtain the required finished grades, the Contractor shall furnish the required quantity of satisfactory topsoil from approved sources off site. 2. All topsoil shall be free from stones, roots, sticks and other foreign substances and shall not be placed in a muddy condition. 3. The finished surface shall conform to the lines and grades of the area before disturbed or as indicated on the Contract Drawings. Any irregularities shall be corrected before the placement of fertilizer and seed. C. The fertilizer shall be applied uniformly at the rate of 20 pounds per 1,000 square feet. 1. Following the application of the fertilizer and prior to application of the seed, the topsoil shall be scarified to a depth of at least 2 inches with a disk or other suitable method traveling across the slope if possible. D. After the topsoil surface has been fine graded, the seed mixture shall be uniformly applied upon the prepared surface with a mechanical spreader at a rate of not less than five (5) pounds per 1,000 square feet. Project 01-1588.00 02209-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1. The seed shall be raked lightly into the surface and rolled with a light hand lawn roller. 2. Seeding and mulching shall not be done during windy weather. E. The mulch shall be hand or machine spread to form a continuous blanket over the seedbed, approximately 2 inches uniform thickness at loose measurement. Excessive amounts or bunching of mulch will not be permitted. 1. Mulch shall be anchored by an acceptable method. 2. Unless otherwise specified, mulch shall be left in place and allowed to disintegrate. 3. Any anchorage or mulch that has not disintegrated at time of first mowing shall be removed. Anchors may be removed or driven flush with ground surface. F. Seeded areas shall be watered as often as required to obtain germination and to obtain and maintain a satisfactory sod growth. Watering shall be in such a manner as to prevent washing out of seed. G. Hydroseeding may be accepted as an alternative method of applying fertilizer, seed, and mulch. The Contractor must submit all data regarding materials and application rates to the Engineer for review. 3.02 MAINTENANCE A. All lawn areas shall be mowed by the Contractor before the new grass reaches a height of 4 inches. 1. Sewer and Water Line Projects a. Following the establishment of a good stand of grass and the first mowing, the Contractor's obligations shall end except for the repair of settlement or damage. 2. Plants and Similar Projects a. The Contractor shall maintain the newly seeded areas in good condition until acceptance, including regular mowing to a height of 2 inches. END OF SECTION Project 01-1588.00 02209-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02220 STRUCTURE EXCAVATION AND BACKFILL PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, equipment, material and transportation and perform all work necessary to complete excavation, backfilling and grading as required for the construction of the structure(s) as shown on the Drawings and as specified herein. B. Plan For Excavation: Prior to the submission of bid, determine the conformation of the ground, the character and quality of the substrata, the types and quantities of materials to be encountered, the nature of the groundwater conditions, the prosecution of the work, the general and local conditions and all other matters which can in any way affect the work under this Contract. Prior to commencing the excavation, submit a plan of proposed operations identifying the equipment and methods to be employed in the excavation. No claims for extras based on substrata or groundwater table conditions will be allowed. 1.02 RELATED WORK A. Section 02210, Site Preparation and Earthwork 1.03 QUALITY ASSURANCE A_ ` testing laboratory, retained by the Owner in accordance with Section 01410, will make such tests as are deemed necessary by the Engineer to verify the quality of the materials and the work. Schedule work so as to permit a reasonable time for testing fill compaction before placing succeeding lifts and keep the laboratory informed of progress. 1.04 JOB CONDITIONS A. Test borings made on the site are available upon request and are for the Contractor's information only. PART 2 - PRODUCTS 2.01 MATERIALS A. Suitable Materials: As specified in Section 02210. B. Suitable Material To Be Placed In Water: As specified in Section 02210. C. Unsuitable: As specified in Section 02210. D. Graded Limerock: 3/4 -inch graded limerock equal to FDOT Section 901, Grade 6. E. Select Material: As specified in Section 02210. Project 01-1588.04 02220-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System F. Washed Rock: Coarse concrete aggregate with a minimum of fine material equal to FDOT Section 901, Grade 3 or 4. PART 3 - EXECUTION 3.01 PREPARATION A. Clearing: Perform clearing, grubbing and stripping as specified in Section 02210. Clear the construction site of all obstructions and vegetation, including large roots and undergrowth, to within 10 -feet outside of the lines of excavation. B. Removals: Complete all removals prior to beginning excavation. 3.02 EXCAVATION A. Perform all excavation of every description and of whatever substances encountered, by open cut to the dimensions required for construction and as specified herein. B. Maintain walls of the excavation vertical and, if required to protect the safety of workmen, the general public, this or other work or structures, or excavation walls, properly sheet and brace the excavation. Extend excavations sufficiently to provide a clearance between their outer surfaces and the face of the excavation, sheeting, or bracing, of not less than 2 -feet. Foundations entirely in rock may, at the Contractor's option and after removal of all loose rock and other deleterious matter, be poured directly against the rock, omitting formwork. Support materials encountered in the excavation which have a tendency to slough or flow into the excavation, undermine the banks, weaken the overlying strata, or are otherwise rendered unstable by the excavation operation by sheeting, stabilization, grouting or other approved methods. Excavation for precast or prefabricated structures will not be required to be dewatered. C. Extend excavations for precast -or ---prefabrieated- structures -to -an- elevation--1--foot- lower than the proposed outside bottom of the structure to provide space for the select backfill material. Prior to placing the select backfill, perform sounding of the excavation, if not dewatered, using a rigid pole to indicate to the satisfaction of the Engineer that the excavation has been carried to the proper depth and is reasonably uniform over the area to be occupied by the structure. D. Extend excavations for structures constructed or cast in place in dewatered excavations only to the bottom of the structure where dewatering provides a dry excavation bottom and the naturally occurring material is leveled and ready to receive construction. Replace material disturbed below the founding elevation in dewatered excavations with Class B (3000 psi) concrete. E. Footings: Do not excavate for cast -in -place concrete footings until ready to form the footing sides immediately after excavation. 3.03 DEWATERING A. Promptly remove any water which accumulates in the excavations for cast -in -place concrete structures by well point system or by other means satisfactory to the Engineer in such a manner as to not create a nuisance to adjacent property or public thoroughfare. Operate pumps and engines for well point systems with mufflers and at a minimum noise level suitable to a residential area. Dispose of water resulting from dewatering in accordance with the applicable provisions of Section 01100, Project 01-1588.04 02220-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02220 STRUCTURE EXCAVATION AND BACKFILL PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, equipment, material and transportation and perform all work necessary to complete excavation, backfilling and grading as required for the construction of the structure(s) as shown on the Drawings and as specified herein. B. Plan For Excavation: Prior to the submission of bid, determine the conformation of the ground, the character and quality of the substrata, the types and quantities of materials to be encountered, the nature of the groundwater conditions, the prosecution of the work, the general and local conditions and all other matters which can in any way affect the work under this Contract. Prior to commencing the excavation, submit a plan of proposed operations identifying the equipment and methods to be employed in the excavation. No claims for extras based on substrata or groundwater table conditions will be allowed. 1.02 RELATED WORK A. Section 02210, Site Preparation and Earthwork 1.03 QUALITY ASSURANCE A. testing laboratory, retained by the Owner in accordance with Section 01410, will make such tests as are deemed necessary by the Engineer to verify the quality of the materials and the work. Schedule work so as to permit a reasonable time for testing fill compaction before placing succeeding lifts and keep the laboratory informed of progress. 1.04 JOB CONDITIONS A. Test borings made on the site are available upon request and are for the Contractor's information only. PART 2 - PRODUCTS 2.01 MATERIALS A. Suitable Materials: As specified in Section 02210. B. Suitable Material To Be Placed In Water: As specified in Section 02210. C. Unsuitable: As specified in Section 02210. D. Graded Limerock: 3/4 -inch graded limerock equal to FDOT Section 901, Grade 6. E. Select Material: As specified in Section 02210. Project 01-1588.04 02220-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System F. Washed Rock: Coarse concrete aggregate with a minimum of fine material equal to FDOT Section 901, Grade 3 or 4. PART 3 - EXECUTION 3.01 PREPARATION A. Clearing: Perform clearing, grubbing and stripping as specified in Section 02210. Clear the construction site of all obstructions and vegetation, including large roots and undergrowth, to within 10 -feet outside of the lines of excavation. B. Removals: Complete all removals prior to beginning excavation. 3.02 EXCAVATION A. Perform all excavation of every description and of whatever substances encountered, by open cut to the dimensions required for construction and as specified herein. B. Maintain walls of the excavation vertical and, if required to protect the safety of workmen, the general public, this or other work or structures, or excavation walls, properly sheet and brace the excavation. Extend excavations sufficiently to provide a clearance between their outer surfaces and the face of the excavation, sheeting, or bracing, of not less than 2 -feet. Foundations entirely in rock may, at the Contractor's option and after removal of all loose rock and other deleterious matter, be poured directly against the rock, omitting formwork. Support materials encountered in the excavation which have a tendency to slough or flow into the excavation, undermine the banks, weaken the overlying strata, or are otherwise rendered unstable by the excavation operation by sheeting, stabilization, grouting or other approved methods. Excavation for precast or prefabricated structures will not be required to be dewatered. C. Extend excavations for precast- or prefabricated---structures--to- an -elevation- -1--foot -lower- than- the proposed outside bottom of the structure to provide space for the select backfill material. Prior to placing the select backfill, perform sounding of the excavation, if not dewatered, using a rigid pole to indicate to the satisfaction of the Engineer that the excavation has been carried to the proper depth and is reasonably uniform over the area to be occupied by the structure. D. Extend excavations for structures constructed or cast in place in dewatered excavations only to the bottom of the structure where dewatering provides a dry excavation bottom and the naturally occurring material is leveled and ready to receive construction. Replace material disturbed below the founding elevation in dewatered excavations with Class B (3000 psi) concrete. E. Footings: Do not excavate for cast -in -place concrete footings until ready to form the footing sides immediately after excavation. 3.03 DEWATERING A. Promptly remove any water which accumulates in the excavations for cast -in -place concrete structures by well point system or by other means satisfactory to the Engineer in such a manner as to not create a nuisance to adjacent property or public thoroughfare. Operate pumps and engines for well point systems with mufflers and at a minimum noise level suitable to a residential area. Dispose of water resulting from dewatering in accordance with the applicable provisions of Section 01100, Project 01-1588.04 02220-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System including any applicable permit conditions, and correct any nuisance created due to the disposal of that water. 3.04 RUNNING WATER A. When running water is encountered in excavations for foundations, provide a layer of limerock, properly compacted for foundation bearing, below the structural concrete to control the flow of water. 3.05 STOCKPILED MATERIALS A. Store and dispose of materials removed from the excavation in a manner which will not interfere with traffic at the site. Stockpile material suitable for backfill, not needed for backfill at the structure but needed elsewhere, until moved and used elsewhere. Remove and dispose of material unsuitable for use in backfill immediately after backfill is placed. 3.06 BACKFILL A. Below Precast Or Prefabricated Structures: Backfill the space between the proposed outside bottom of the structure, and the bottom of the excavation with graded limerock and screed level to receive the proposed structure. If the excavation is not dewatered, after placing and screeding, sound the backfill with a rigid pole with 6 -inch diameter foot piece to indicate, to the satisfaction of the Engineer, that the backfill has been placed to the proper elevation, is level throughout and is ready to receive the structure. Perform this final sounding of the material immediately, before setting of the structure. B. Remainder Of Backfill: Use select material from the excavation for backfilling around the structure. Remove all trash that accumulates in spaces to be backfilled. Place backfill around the structure in uniform layers to the level of the water table. Above the water table, place backfill material in 8 -inch layers and compact to a minimum of 95 percent of maximum density as determined by AASHTO T 180. Complete backfilling to the finished grades shown on the Drawings. C. Backfill For Structures Constructed Or Cast -In -Place: Place no backfill until the structure has been completed above the natural water table, is stable against hydrostatic uplift, exterior form work has been removed and any necessary patching and grouting has been completed. Dewatering operations may then be stopped and backfilling placed as specified in B. above. Do not commence backfilling until concrete to be covered has been inspected and approved. 3.07 FOUNDATION PREPARATION A. Compact the existing ground beneath concrete spread footings and equipment base slabs to a density of not less than 95 percent of its maximum density as determined by AASHTO T 180 for a depth of not less than 2 feet below the bottom of the concrete slabs. Remove any unsuitable foundation material and replace with suitable material. B. Slabs On Grade: Cut, fill and compact subgrades for concrete slabs to the required grade. Compact the top 8 -inches of concrete slab subgrade in cut sections and all fill material to a density of not less than 95 percent of its maximum density as determined by AASHTO T 180. For subgrade fill, use material that contains no rock larger than 6 inches and, in the top 6 inches, no rock larger than 3 inches in any dimension. END OF SECTION Project 01-1588.04 02220-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02221 TRENCHING AND BACKFILLING FOR UTILITY SYSTEMS PART 1 - GENERAL 1.01 WORK INCLUDED A. Perform clearing, excavating, backfilling, and grading as required for the construction of the utility systems consisting of piping and appurtenances as shown on the Drawings and specified herein. 1.02 RELATED WORK A. Section 02574, Pavement Removal and Replacement B. Section 02660, Water Distribution System C. Section 02730, Sanitary Sewage System E. Section 02934, Solid Sodding PART 2 - PRODUCTS 2.01 BEDDING MATERIAL A. Bedding Material: Washed and graded limerock (3/8"-7/8"). A. Bedding Material: Pearock, drainfield limerock or similar material approved by the Engineer in wet trenches, and limerock screenings, sand or other fine inorganic material approved by the Engineer in dry trenches. 2.02 BACKFILL MATERIAL A. Backfill Material: Suitable fill material as specified in Section 02210, containing no stones or rocks larger than 6 -inches in diameter, and, when placed within 1 -foot of piping and appurtenances, containing no stones or rocks larger than 2 -inches in diameter (1 -inch for PVC and HDPE). PART 3 - EXECUTION 3.01 CLEARING A. Perform all clearing as specified in Section 02210 and as necessary for the proper installation of all piping and appurtenances in the locations shown on the Drawings. Protect plantings, shrubbery, trees, utility poles, or structures subject to damage resulting from the excavation by transplanting, relocating, bracing, shoring, or by other appropriate means, unless otherwise directed by the Engineer. Project 01-1588.04 02221-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System B. Within paved areas, remove pavement prior to commencing excavation. Mechanically saw cut the pavement at the limits of excavation in accordance with Section 02574, to protect pavement that is to remain undisturbed. 3.02 EXCAVATION A. Perform all excavation of every description and of whatever substances encountered, by open cut, to the dimensions and depths shown on the Drawings, or as directed. Carefully support and protect from injury all existing utilities such as pipes, poles, and structures and in case of damage, restore at no cost to the Owner. B. Keep trench walls vertical, and, if required to protect the safety of workers, the public, this or other work or structures, or to maintain trench widths within the limits hereinafter specified, provide proper sheeting and bracing. Provide safety measures in compliance with OSHA requirements and, for trenches 5 -feet and deeper, comply with all requirements of the Florida Trench Safety Act. Where wood sheeting or certain designs of steel sheeting are used, cut off the sheeting at a level 2 -feet above the top of the installed pipe, and leave in place that portion below that level. If interlocking steel sheeting is used, it may be removed providing removal can be accomplished without disturbing the bedding, pipe, or alignment of the pipe. Any damage to the pipe bedding, pipe, or alignment of the constructed utility caused by removal of sheeting will be cause for rejection of the affected portion of the work. Excavate not more than 100 -feet of trench ahead of pipe laying operations at one time unless the Engineer approves a greater length of open trench. C. In areas where trench widths are not limited by right-of-way, and/or easement widths, property line restrictions, existing adjacent improvements, including pavements, structures and other utilities, and maintenance of traffic, the trench sides may be sloped to a stable angle of repose of the excavated material. A substantially and safely constructed movable shield, "box" or "mole" may be used in place of sheeting when the trench is opened immediately ahead of the shield and closed immediately behind the shield as pipe laying proceeds inside the shield. D. Excavate pipe trenches for utility lines to a width within the limits of the top of the pipe and the trench bottom to provide a clearance on each side of the pipe barrel, measured to the face of the excavation or sheeting, if used, of 8 -inches to 12 -inches. Where the pipe size exceeds 12 -inches, provide a clearance of 12 -inches to 18 -inches. Excavate all pipe trenches to a level 6 -inches below the outside bottom of the proposed pipe barrel. E. In excavation for appurtenances, provide a clearance between their outer surfaces and the face of the excavation or sheeting, if used, of not less than 12 -inches. Excavate manhole excavations to sufficient depth to permit their construction on the undisturbed bottom of the excavation. F. Store and dispose of materials removed from the trenches in such a manner that they will not interfere unduly with traffic on public streets and sidewalks. Do not place on private property. In congested areas, remove to convenient places of storage such materials as cannot be stored adjacent to the trench or used immediately as backfill. G. Transport all materials suitable for use as backfill to areas where not enough suitable material is available from the excavation. H. Dispose of excess suitable material within the limits of the project unless otherwise directed by the Engineer. Upon completion of the work, clean up and finish grade the disposal area. Project 01-1588.04 02221-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System I. Remove from the site and dispose of all unsuitable excavated materials unless otherwise directed by the Engineer. J. Contractor shall utilize scismograph to monitor vibration levels during installation of sheeting or shoring, as directed by the Engineer. Vibration levels shall be minimized and shall not exceed Miami Dade code limit of 0.5 inch/second. 3.03 REMOVAL OF WATER A. Dewater all excavations containing water and maintain them free from water before and during installation of pipes and structures. In the event this cannot be accomplished economically, the Alternate Method of Construction specified in Article 3.09 hereinafter may be used upon approval by the Engineer. B. Provide all necessary pumps, underdrains, well -point systems, and other means for removing water from trenches and other parts of the work. Pumps shall be electric pumps powered by silenced generators.Continue dewatering operations until the backfill has progressed to a sufficient depth over the pipe to prevent flotation or movement of the pipe and is above the natural water table. C. Dispose of water from the trenches and excavations in such a manner as will not contravene any permit conditions or cause injury to public health, to public or private property, to the work completed or in progress, to the surface of the streets, or cause any interference with the use of the same by the public. Before starting the excavation, submit to the Engineer for approval proposed methods of handling trench water and locations at which the water will be disposed of. Obtain all permits required for dewatering operations. 3.04 ` ° 1PE BEDDING A. After pipe trenches have been excavated to the proper depths, backfill the resulting excavation with approved pipe bedding material, up to the level of the lower one-third of the proposed pipe barrel. Tamp, compact, and shape this material to provide proper bedding for the pipe. Provide bedding under the branch of all fittings to furnish adequate support and bearing under the fitting. B. Backfill any excess excavation below the levels required for installation of the pipe bedding, with approved bedding material, tamped, compacted and shaped to provide proper support for the proposed pipe, at no additional cost to the Owner. 3.05 BACKFILL UNDER MANHOLES AND METER VAULTS A. Backfill any excess excavation below the levels required for the proper construction of manholes or meter vaults with Class C (2500 psi) concrete. The use of earth, rock, sand or other materials for this purpose will not be permitted. 3.06 TRENCH STABILIZATION A. Where soft or unstable conditions are encountered in trench bottoms, stabilize such areas to provide proper bedding or foundations for the proposed installation at no additional cost to the Owner prior to placing the bedding material. In no event will pipe installation be permitted when such conditions exist. 3.07 BACKFILL Project 01-1588.04 April 2008 Reclaimed Water Distribution System 02221-3 Village of Key Biscayne A. Backfilling of utility trenches will not be allowed until installation of pipe and appurtenances has been approved and pressure tested if required. Uncover or expose for inspection at no cost to the Owner any work that is covered or concealed without the knowledge and consent of the Engineer. Partial backfill may be placed to restrain the pipe during pressure testing. B. Provide backfill material as specified in paragraph 2.02A, with no stones or rocks larger than 2 -inches in diameter (1 -inch for PVC and HDPE) within 1 -foot of piping and appurtenances and no stones or rocks larger than 6 -inches in diameter in any backfill. C. If a sufficient quantity of suitable backfill material is not available from the trench or other excavations within the site of the work, provide and install additional material suitable for this purpose. D. Place backfill material in 6 -inch layers and compact to not less than 90 percent of its maximum density as defined hereafter to a depth of 12 -inches over the top of the pipe. Exercise particular attention and care in obtaining thorough support for the branch of all service connection fittings and to preserve the alignment and gradient of the installed pipe. E. After the backfill has been placed to a level 12 -inches over the pipe, place the remainder of the backfill in layers not to exceed 9 -inches, and compact with mechanical vibrators or other suitable equipment to obtain a density of the backfilled material of not less than 95 percent of its maximum density as hereinafter defined. F. Within paved areas of trench excavation, reconstruct the base and surfacing as specified under Section 02574, Pavement Removal and Replacement. G Partially backfill no more than 800 -feet of trench with pipe in place at any time unless otherwise approved by the Engineer. - 3-.08 COMPACTION ANflDENSIT-IES- A. Determine maximum density of the material in trenches by ASTM D 1557 (AASHTO T 180). B. Determine field density of the backfill material in place by ASTM D 2922 (AASHTO T 238). C. Laboratory and field density tests that, in the opinion of the Engineer, are necessary to establish compliance with the compaction requirements of these specifications, will be conducted at the Owner's expense. Tests will be made at depths and locations selected by the Engineer or the Owner's representative. D. Rework and recompact, at no additional cost to the Owner, trench backfill that does not comply with the specified densities, as indicated by such tests, until the required compaction is obtained. Retesting will be performed at the Contractor's expense. 3.09 ALTERNATE METHOD OF CONSTRUCTION A. General: 1. If subsurface conditions are such as to make dewatering impossible, or only possible through the use of unusual and costly methods, and after all reasonable means to dewater the excavation have been employed without success, the Contractor, with the Project 01-1588.04 April 2008 Reclaimed Water Distribution System 02221-4 Village of Key Biscayne concurrence, in writing, of the Engineer, may elect to employ the following alternate method of construction in such specific portions of the work as agreed by the Engineer. 2. In using the alternate method of construction described hereinafter, comply with the required standards of construction established in the preceding parts of this Section. No additional payment will be made to the Contractor for excavation, backfill, sheeting work or materials, or for any other costs incurred because of the use of this alternate method of construction. 3. Subject to all of the requirements stated hereinabove, including written approval of the Engineer, perform construction in accordance with the following provisions and with all requirements of Article 3.01 through Article 3.08, inclusive, of these Specifications unless otherwise specifically modified herein. B. Removal of Water: The installation of pipe, manholes, and appurtenances under water will be permitted and the requirements of Article 3.03, Removal of Water, will be waived. C. Excavation: 1. Perform excavation of pipe trenches to the level of the bottom of the proposed pipe bedding in accordance with Article 3.02, Excavation. If rock, such as limerock or other similar hard, cemented material providing firm, unyielding trench bottoms is encountered at the level of the bottom of the proposed pipe bedding, no additional excavation will be required. If material such as sand, marl, or other material which cannot be classified as rock, as hereinabove defined, is encountered at the level of the bottom of the proposed pipe bedding, excavate the pipe trench to an additional depth of 10 -inches minimum, below that level. This additional excavation, and the additional backfilling made necessary thereby, is an essential part of this alternate construction method and no additional payment will be made for this work, regardless of the type of material encountered. 2. Perform excavation for manholes to be installed under water to a depth, below the outside bottom of the proposed structure, which will provide a minimum space of 12 -inches in rock, or 24 -inches in sand, as the same are defined hereinabove, for the placement of bedding material as specified in 2.01 A. 3. Modify the excavation of pipe trenches at their junction with excavations for manholes by longitudinally sloping the bottom of the pipe trench for the last 10 feet to meet the bottom of the manhole excavation. D. Pipe and Manhole Bedding: Place bedding material in the pipe trench or manhole excavation up to the level of the lower one-third of the proposed pipe barrel, or to the outside bottom of the proposed manhole as applicable. Tamp and compact this bedding material to provide proper bedding for the pipe or manhole. E. Backfill: 1. After the pipe is installed, backfill in accordance with the provisions of Article 3.07 Backfill, except use bedding material to backfill around the pipe and to a level even with the top of the pipe bell. Project 01-1588.04 02221-5 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 2. If the Alternate Method of Construction is used, carefully lift all backfill material, including bedding material, into the trench and release to fall freely therein when the bucket or container is at or just above water level. Do not dump or push backfill material into trenches containing water. Below the existing water level, carefully ram backfill material into place in uniform layers. Above the water level, place and compact backfill material as specified in Article 3.07 Backfill and Article 3.08 Compaction and Densities. 3.10 RESTORATION OF EXISTING SURFACES A. Restore all grassed areas disturbed by the trenching operations by resodding in accordance with Section 02934. B. Restore all paved areas disturbed by the trenching operations by repaving in accordance with Section 02574. END OF SECTION Project 01-1588.04 02221-6 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02341 HORIZONTAL DIRECTIONAL DRILLING PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, materials and equipment required to install gravity sewer pipe using directional drilling method of installation, in accordance with the requirements of the Contract Documents. The gravity sewer pipe size, type, and length shall be as specified herein and as shown on the Drawings. Work included shall include and not be limited to proper installation, testing, restoration of underground utilities and environmental protection and restoration. B. The directional drill shall be accomplished by first drilling a pilot hole to design standards; then enlarging the pilot hole to sufficient size to accommodate the pull back of PVC (8 -inch) pipe for gravity sewer service and finally to pull the pipe back through the enlarged hole. In no case shall this procedure be allowed where installation of the carrier pipe requires the pushing of one piece of pipe with another piece of pipe. C. Soil borings as required for certain subsurface soil conditions shall be provided by the directional drilling contractor within the scope of this project. 1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. American Society for Testing and Materials (ASTM) ASTM D1784: ASTM D2837: ASTM D3139: ASTM F477: ASTM F1417: Standard Specification for Rigid PVC Compounds and Chlorinated PVC Compounds. Standard Test Method for Obtaining Hydrostatic Design Basis for Thermoplastic Pipe Materials. Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals. Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. Standard Test Method for Installation Acceptance of Plastic Gravity Sewer Lines Using Low -Pressure Air. B. American Water Works Association (AWWA) AWWA C900: Standard for PVC Pressure Pipe and Fabricated Fittings, 4 In. Through 12 In., for Water Distribution. C. Where reference is made to one of the above standards, the revision in effect of the time of bid openings shall apply. Project 01-1588.04 02341-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.03 RELATED WORK SPECIFIED ELSEWHERE A. Section 02730 Sanitary Sewage System B. Section 02207 Restoration of Surface 1.04 LOCATIONS A. As indicated on the plans. 1.05 SUBMITTALS A. Shop Drawings: Submit shop drawings in accordance with the requirements of Section 01340 - Submittals and the following supplemental requirements as applicable: 1. Directional drilling contractor's qualifications and experience. 2. Work Plan: Prior to beginning work, the CONTRACTOR must submit to the ENGINEER a work plan detailing the procedure and schedule to be used to execute the project. The work plan should include a description of all equipment to be used, down -hole tools, a list of personnel and their qualifications and experience (including backup personnel in the event that an individual is unavailable), list of subcontractors, a schedule of work activity, a safety plan (including MSDS of any potentially hazardous substances to be used), an environmental protection plan and contingency plans for possible problems. Work plan should be comprehensive, realistic and based on actual working conditions for this particular project. 3. Material: Specifications on materials to be used shall be submitted to ENGINEER. Material shall include the pipe, fittings, and any other item that is to be an installed component of the project. 4. Equipment: Submit specifications on directional drilling equipment to be used to ensure that the equipment will be adequate to complete the project. Equipment shall include but not be limited to: drilling rig, mud system, mud motors (if applicable), downhole tools, guidance system, and rig safety systems. Calibration records for guidance equipment shall be included. Specifications for any drilling fluid additives that CONTRACTOR intends to use or might use shall be submitted. 1.06 QUALITY ASSURANCE A. All directional drilling operations shall be done by a qualified directional drilling CONTRACTOR with at least three (3) years experience involving work of a similar nature to the work required of this project. B. Notify ENGINEER and OWNER a minimum of three (3) days in advance of the start of work contained in this Section. C. All work shall be performed in the presence of the OWNER or ENGINEER. Project 01-1588.04 02341-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System PART 2 - PRODUCTS 2.01 POLYVINYL CHLORIDE (PVC) PIPE A. The pipe material to be used shall meet AWWA C-900 standards for Polyvinyl Chloride pressure pipe and fittings with a dimension ratio DRI8. All other pipe shall have the written approval of the ENGINEER and meet all submittal review as an optional approved product. The pipe shall be designated as Certa-Lok C900IRJ as manufactured by Certain Teed Corporation or equal. B. The pipe shall be jointed using a separate PVC coupling with beveled edges, built in sealing gaskets and restraining grooves. The restraining spines shall be square and made from nylon 101. C. Exposed splines shall be cut to 5" from coupling wail to reduce soil drag. D. Couplings shall be beveled on leading edges to minimize soil friction. E. CONTRACTOR shall adhere to the pipe manufacturer most current calculations regarding tensile load limitations for trenchless application. This calculation shall be part of the required submittal. 2.02 DIRECTIONAL DRILLING EQUIPMENT REQUIREMENTS A. General: The directional drilling equipment shall consist of a directional drilling rig of sufficient capacity to perform the bore and pull back the pipe, a drilling fluid mixing, delivery and recovery system of sufficient capacity to successfully complete the installation, a drilling fluid recycling system to remove solids from the drilling fluid so that the fluid can be reused, a magnetic guidance system or walk over system to accurately guide boring operations, a vacuum truck of sufficient capacity to handle the drilling fluid volume, trained and competent personnel to operate the system. All equipment shall be in good, safe operating condition with sufficient supplies, materials, and spare parts on hand to maintain the system in good working order for the duration of this project. B. Drilling Rig: The directional drilling machine shall consist of a hydraulically powered system to rotate, push, and pull hollow drill pipe into the ground at a variable angle while delivering a pressurized fluid mixture to a guidable drill (bore) head. The machine shall be anchored to the ground to withstand the pulling, pushing, and rotating pressure required to complete the installation. The hydraulic power system shall be self-contained with sufficient pressure and volume to power drilling operations. Hydraulic system shall be free of leaks. Rig shall have a system to monitor and record maximum pull- back pressure during pull -back operations. There shall be a system to detect electrical current from the drill string and an audible alarm that automatically sounds when an electrical current is detected. C. Drill Head: The drill head shall be steerable by changing its rotation and shall provide necessary cutting surfaces and drilling fluid jets. D. Mud Motors (if required) : Mud motors shall be of adequate power to turn the required drilling tools. E. Drill Pipe: Shall be constructed of high quality 4130 seamless tubing, grade D or better, with threaded box and pins. Tool joints should be hardened to 32-36 RC. Project 01-1588.04 02341-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 2.03 GUIDANCE SYSTEM A. General: A Magnetic Guidance System (MGS) probe or equivalent gyroscopic probe and interface shall be used to provide a continuous and accurate determination of the location of the drill head during the drilling operation. The guidance shall be capable of tracking at all depths up to one hundred feet and in any soil condition, including hard rock. It shall enable the driller to guide the drill head by providing immediate information on the tool face, azimuth (horizontal direction), and inclination (vertical direction). The guidance system shall be accurate to ± 2% of the vertical depth of the borehole at sensing position at depths up to one hundred feet and accurate with 1.5 meters horizontally. B. Components: The CONTRACTOR shall supply all components and materials to install, operate, and maintain the guidance system. C. The Guidance System shall be of a proven type such as Share Well TruTracker MGS, or other equivalent guidance system, and shall be set up and operated by personnel trained and experienced with this system. The operator shall be aware of any geo-magnetic anomalies and shall consider such influences in the operation of the guidance system. 2.04 DRILLING FLUID (MUD) SYSTEM A. Mixing System: A self-contained, closed, drilling fluid mixing system shall be of sufficient size to mix and deliver drilling fluid composed of bentonite clay, potable water, and appropriate additives. Mixing system shall be able to "molecularly shear," individual bentonite particles from the dry power to avoid clumping and ensure thorough mixing. The drilling fluid reservoir tank shall be a minimum of 5000 gallons. Mixing system shall continually agitate the drilling fluid during drilling operations. Drilling Fluids: Drilling fluid shall be composed of clean water and bentonite clay. Water shall be from an authorized source with a pH of 8.5 - 10. Water of a lower pH or with excessive calcium shall be treated with the appropriate amount of sodium carbonate or equal. No additional material may be used in drilling fluid without prior approval from ENGINEER. The bentonite mixture used shall have the minimum viscosities as measured by a March Funnel: Rock, Clay - 60 sec. Hard Clay - 40 sec. Soft Clay - 45 sec. Sandy Clay - 90 sec. Stable Sand - 80 sec. Loose Sand - 110 sec. Wet Sand - 110 sec. These viscosities may be varied to best fit the soil conditions encountered, as approved by the ENGINEER. C. Delivery System: The mud pumping system shall have a minimum capacity of 35-500 GPM and be capable of delivering the drilling fluid at a constant minimum pressure of 1200 psi. The delivery system shall have filters in -line to prevent solids from being pumped into the drill pipe. Connections between the pump and drill pipe shall be relatively leak -free. Used drilling fluid and drilling fluid spilled during drilling operations shall be contained and conveyed to the drilling fluid recycling system Project 01-1588.04 02341-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System or shall be removed by vacuum trucks or other methods acceptable to ENGINEER. A berm, minimum of 12 inches high, shall be maintained around drill rigs, drilling fluid mixing system, entry and exit pits and drilling fluid recycling system to prevent spills into the surrounding environment. Pumps and or vacuum truck(s) of sufficient size shall be in place to convey excess drilling fluid from containment areas to storage and recycling facilities or disposal. D. Drilling Fluid Recycling System: One drilling fluid recycling system shall separate sand, dirt and other solids from the drilling fluid and render the drilling fluid reusable. Spoil separated from the drilling fluid will be stockpiled for later use or disposal. 2.05 OTHER EQUIPMENT A. Pipe Rollers: Pipe rollers shall be of sufficient size to fully support the weight of the pipe while being hydrotested and during pullback operations. Sufficient number of rollers shall be used to prevent excess sagging of pipe. B. Pipe Rammers: Hydraulic or pneumatic pipe rammers may only be used if necessary and with the authorization of ENGINEER. C. Restrictions: Other devices or utility placement systems for providing horizontal thrust other than those previously defined in the preceding sections shall not be used unless approved by the ENGINEER prior to commencement of the work. Consideration for approval will be made on an individual basis for each specified location. The proposed device or system will be evaluated prior to approval or rejection on its potential ability to complete the utility placement satisfactorily without 1::{{due stoppage and to maintain line and grade within the tolerances prescribed by the particular conditions of the project. 2.06 PERSONNEL REQUIREMENTS A. All personnel shall be fully trained in their respective duties as part of the directional drilling crew and in safety. Each person must have at least two years directional drilling experience. B. A competent and experienced supervisor representing the CONTRACTOR and Drilling Subcontractor shall be present at all times during the actual drilling operations. A responsible representative who is thoroughly familiar with the equipment and type work to be performed must be in direct charge and control of the operation at all times. In all cases, the supervisor must be continually present at the job site during the actual Directional Bore operation. The CONTRACTOR and Subcontractor shall have a sufficient number of competent workers on the job at all times to insure the Directional Bore is made in a timely and satisfactory manner. C. Personnel who are unqualified, incompetent, or otherwise not suitable for the performance of this project shall be removed from the jobsite and replaced with a suitable person. Project 01-1588.04 02341-5 Village of Key Biscayne April 2008 Reclaimed Water Distribution System PART 3 - EXECUTION 3.01 GENERAL REQUIREMENTS A. The ENGINEER must be notified 48 hours in advance of starting work. The Directional Bore shall not begin until the ENGINEER is present at the job site and agrees that proper preparations for the operation have been made. The ENGINEER approval for beginning the installation shall in no way relieve the CONTRACTOR of the ultimate responsibility for the satisfactory completion of the work as authorized under the Contract. It shall be the responsibility of ENGINEER to provide inspection personnel at such times as appropriate without causing undue hardship because of delay to the CONTRACTOR. B. All work under this specification affecting the South Florida Water Management District (SFWMD), or the Florida Department of Transportation (FDOT) property, right-of-way, or facilities shall be carried out to the full satisfaction of the SFWMD or FDOT authorized representative. The CONTRACTOR shall fully inform himself of all requirements of the SFWMD or FDOT as pertains to the specific project and shall conduct all his work accordingly. C. All equipment used by the CONTRACTOR on Owner's property and right-of-ways may be inspected by the OWNER or the Owner's Representatives and shall not be used if considered unsatisfactory by OWNER or Owner's Representatives. D. The CONTRACTOR shall be fully responsible for all damages arising from his failure to comply with the regulations and the requirements of these Specifications. 3.02 DIRECTIONAL DRILLING OPERATION A. The CONTRACTOR shall provide all material, equipment, and facilities required for directional drilling. Proper alignment and elevation of the borehole shall be consistently maintained throughout the directional drilling operation. The method used to make the directional drilling shall conform to the requirements of all applicable permits. Copies of all permits will be supplied to the CONTRACTOR by the OWNER. B. Entire drill path shall be accurately surveyed with entry and exit stakes placed in the appropriate locations within the areas indicated on drawings. If CONTRACTOR is using a magnetic guidance system, drill path will be surveyed for any surface geomagnetic variations or anomalies. C. CONTRACTOR shall place silt fence between all drilling operations and any drainage, wetland, waterway or other area designated for such protection by contract documents, state, federal and local regulations. Additional environmental protection necessary to contain any hydraulic or drilling fluid spills shall be put in place, including berms, liners, turbidity curtains and other measures. CONTRACTOR shall adhere to all applicable environmental regulations. Fuel may not be stored in bulk containers within 200' of any water body or wetland. D. Readings shall be recorded after advancement of each successive drill pipe, and the readings plotted on a scaled drawing of 1'=20", both vertical and horizontal. Access to all recorded readings and plan and profile information shall be made available to the ENGINEER, or his representative, at all times. Project 01-1588.04 02341-6 Village of Key Biscayne April 2008 Reclaimed Water Distribution System E. A complete list of all drilling fluid additives and mixtures to be used in the directional operation will be submitted to the ENGINEER, along with their respective Material Safety Data Sheets. All drilling fluids and loose cuttings shall be contained in pits or holding tanks for recycling or disposal, no fluids shall be allowed to enter any unapproved areas or natural waterways. Upon completion of the directional drill project, the drilling mud and cuttings shall be disposed of by the CONTRACTOR at an approved dump site. F. Pilot hole shall be drilled on bore path with no deviations greater than 5% of depth over a length of 100'. In the event that pilot does deviate from bore path more than 5% of depth in 100', CONTRACTOR will notify ENGINEER and ENGINEER may require CONTRACTOR to pull -back and re -drill from the location along bore path before the deviation. In the event that a drilling fluid fracture, inadvertent returns or returns loss occurs during pilot hole drilling operations, CONTRACTOR shall cease drilling, wait at least 30 minutes, inject a quantity of drilling fluid with a viscosity exceeding 120 seconds as measured by a March funnel and the wait another 30 minutes. If mud fracture or returns loss continues, CONTRACTOR will cease operations and notify ENGINEER. ENGINEER and CONTRACTOR will discuss additional options and work will then proceed accordingly. G. Upon completion of the pilot hole phase of the operation, a complete set of as -built records shall he submitted in duplicate to the OWNER. These records shall include copies of the plan and profile drawing, as well as directional survey reports as recorded during the drilling operation. H. Upon approval of the pilot hole location the hole opening or enlarging phase of the installation shall begin. The bore holed diameter shall be increased to accommodate the pullback operation of the required size of PVC pipe. The type of hole opener or back reamer to be utilized in this phase shall be uetermined by the types of subsurface soil conditions that have been encountered during the pilot hole drilling operation. The reamer type shall be at the CONTRACTOR'S discretion with the final hole opening diameter being a minimum of 40 percent larger than the outside diameter of the Certa-Lok C900 / Restrained Joint Coupling to be installed in the borehole. I. The open borehole may be stabilized by means of bentonite drilling slurry being pumped through the inside diameter of the drill pipe and through openings in the reamer. The slurry will also serve as an agent to carry the loose cuttings to the surface through the annulus of the borehole. These cuttings and bentonite slurry are to be contained at the exit or entry side of the directional bore in pits or holding tanks. The slurry may be recycled at this time for reuse in the hole opening operation, or it shall be hauled by the CONTRACTOR to an approved dump site and properly disposed of. J. The PVC pipe shall be joined together according to manufacturer's specifications and be supported over roadways and other obstacles as required, by the use of pipe rollers or comparable equipment, in preparation of pullback through the enlarged borehole. A pulling eye will be attached to the product pipe that in turn will be attached to a swivel on the end of the drill pipe. This will allow for a straight, smooth pull of the product pipe as it enters and passes through the borehole toward the drill rig and original entrance hole of the directional bore. The product pipe will be elevated to the approximate angle of exit and supported by means of a sideboom with roller arm, or similar equipment, to allow for a "free stress" situation as the pipe is pulled into the exit hole toward the drill rig. The product pullback phase of the -directional operation shall be carried out in a continuous manner until the pipe reaches the original entry side of the bore. Project 01-1588.04 02341-7 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3.03 PIPE HANDLING A. Care shall be taken during transportation of the pipe such that it will not be cut, kinked, or otherwise damaged. B. Ropes, fabric or rubber protected slings and straps shall be used when handling pipes. Chains, cables, or hooks inserted into the pipe ends shall not be used. Two slings spread apart shall be used for lifting each length of pipe. Pipe or fittings shall not be dropped onto rocky or unprepared ground. C. Pipes shall be stored on level ground, preferably turf or sand, free of sharp objects which could damage the pipe. Stacking of the polyethylene pipe shall be limited to a height that will not cause excessive deformation of the bottom layers of pipes under anticipated temperature conditions. Where necessary due to ground conditions the pipe shall be stored on wooden sleepers, spaced suitably and of such width as not to allow deformation of the pipe at the point of contact with the sleeper or between supports. D. The handling of the joined pipeline shall be in such a manner that the pipe is not damaged by dragging it over sharp and cutting objects. Slings for handling the pipeline shall not be positioned at butt -fused joints. Sections of the pipes with deep cuts and gouges shall be removed and the ends of the pipeline rejoined. 3.04 TESTING PIPE A. Cleaning and flushing are to be done by the CONTRACTOR in accordance with the requirements in Section 02730 - Sanitary Sewer System. B. Directional drilled pipe shall be tested by CONTRACTOR prior to and after pullback. The pressure shall be maintained at 150 psi for eight hours. The test pump and water supply shall be arranged to allow accurate measurement of the water required to maintain the test pressure. Any material showing seepage or the slightest leakage shall be replaced as directed by the ENGINEER at no additional expense to the OWNER. C. The manufacturer's recommendations on pipe stretch allowances, allowable make-up water, and duration of test pressure shall be observed. D. Pipeline shall be tested in sections, end to end or 1,800 feet, whichever distance is smaller. 3.05 SITE RESTORATION A. Following drilling operations, CONTRACTOR will de -mobilize equipment and restore the work site to original conditions. All excavations will be backfilled and compacted in accordance with Section 02201— Earthwork. B. Surface restoration shall be completed in accordance with the requirements of Section 02207 - Restoration and Cleanup. Project 01-1588.04 02341-8 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3.06 RECORD KEEPING AND AS-BUILTS A. CONTRACTOR shall maintain a daily project log of drilling operations and a guidance system log with a copy given to ENGINEER at completion of project. B. The MGS data shall be recorded every 25 feet during the actual crossing operation. The CONTRACTOR shall furnish "As -Built" plan and profile drawings based on these recordings showing the actual location horizontally and vertically of the installation, and all utility facilities found during the installation. The MGS data shall be certified accurate by the CONTRACTOR to the capability of the MGS System. C. As -built drawings shall be completed by a professional surveyor as per Section 01050 - Field Engineering. END OF SECTION Project 01-1588.04 02341-9 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02574 PAVEMENT REMOVAL AND REPLACEMENT PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, materials, equipment, tools and transportation and perform all work necessary for cutting, removing, protecting and replacing existing pavements of the various types encountered, including driveways, sidewalks, curbs and gutters. B. Permits: Obtain all necessary permits and provide advance notice to the appropriate authorities, as required, prior to construction operations. C. Protection of Existing Improvements: Protect from damage all pavements, sidewalks and other improvements that are to remain within the work area. Repair all damage to such improvements, because of the Contractor's operations, beyond the limits of the work of pavement replacement as described herein, at no additional cost to the Owner. 1.02 JURISDICTIONAL REQUIREMENTS A. Perform all work within the rights -of -way of public thoroughfares in accordance with the requirements of the Governmental agency having jurisdiction. PART 2 - PRODUCTS 2.01 MATERIALS A. Use only materials, including limerock, bituminous prime and tack coat, and asphaltic concrete, meeting the requirements of the FDOT Specifications as follows: 1. Limerock: Miami or Ocala Limerock. 2. Bituminous Prime Coat: Cutback asphalt, Grade RC -70. 3. Bituminous Tack Coat: Emulsified asphalt, Grade RS -2. 4. Asphaltic Concrete: Provide Type S -I for courses 1'/2 inches thick or greater and Type S -III for courses less than 11/2 inches thick. Project 01-1588.04 02574-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System PART 3 - EXECUTION 3.01 PREPARATION A. Pedestrian Crossings: Where the work crosses or interferes with pedestrian crossings, take extreme care and all necessary safety measures to insure the safety of pedestrians. 3.02 REMOVALS A. Pavement Removal: Where existing pavement is to be removed, cut the surfacing with a mechanical saw prior to trench excavation, leaving a uniform and straight edge, with minimum disturbance to the remaining adjacent surfacing. B. Sidewalk, Drive, & Curb Removal: Remove portions of concrete sidewalks, curbs, combination curb and gutter, walkways or driveways by initially sawing the structure, with a suitable power saw, as specified above for pavement. When a formed joint in the concrete exists within 3 -feet of the proposed saw cut and parallels the proposed saw cut, extend the removal line to the formed joint. After sawing, remove the material. 3.03 RESTORATIONS A. General: Replace or restore street or roadway pavement cut and removed in equal or better condition than the original. B. Pavement Restoration - Asphalt: 1. Employ construction methods and equipment generally meeting the requirements established therefor in the FDOT Specifications, but for trench restoration, modified as necessary to meet narrow strip construction conditions. Obtain approval of the Engineer for such modifications prior to their use. When pavement is removed to the edge of the roadway, extend the replaced base course not less than 6 -inches beyond the edge of the surfacing. 2. Compact the limerock base course for its full thickness to not less than 100 percent of maximum density as determined by AASHTO T 180. Determine field density of limerock base in place by AASHTO T 238. Compact the upper surface of the completed base course to an elevation to permit the full depth of the surface course to be constructed without deviating from the grade of the adjacent pavement surface. 3. Upon compaction and completion of the base course, apply a prime coat to the surface and allow to cure without sanding for a period of 24 -hours. Take all necessary precautions to protect the primed surface against damage during this interval. If, at the end of 24 -hours, it is not proposed to proceed at once with the Project 01-1588.04 02574-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System application of the surface course, give the primed surface a light application of clean sand and open to traffic. 4. Before the prime coat has cured, or if the surface has been sanded, after the sand has been removed and a tack coat applied, place and compact the asphaltic concrete surface course to match the line and grade of the existing surface. Construct joints with existing surface and base straight and neat and, if necessary to obtain a straight neat joint, cut out sufficient existing material and replace it with new material. C. Concrete Sidewalk, Walkway, Driveway And Curb Restoration: 1. Replace concrete sidewalks, walkways, and curbs required to be removed using 3000 psi concrete. 2. Replace portions of these items to conform to the lines, grades, and cross sections of the removed portions. Construct concrete sidewalks and walkways to 4 -inch thickness. Replace concrete curbs and gutters to joint neatly to the remaining sections. 3. Replace all existing asphaltic concrete driveways with asphaltic concrete. Special decorative driveways shall be replaced in kind to original conditions. D. pavement Restoration - Concrete: Replace rigid pavement with 3000 -psi concrete, using high early strength cement. Replace the base course for rigid pavement with limerock base material, compacted to a thickness to match the existing base. E. Non -surfaced Streets, Alleys, and Driveways: Restore with 6 -inches of compacted limerock base material placed in the top of the trench. F. Pavement Markings: Restore pavement stripes and markings that have been disturbed or erased during construction using the same type materials as removed, i.e. paint, reflective, thermoplastic, and of the same width as those disturbed during construction. Use equipment and method of painting conforming with the requirements of Section 710-1 to 710-9 of the FDOT Specifications. 3.04 ASPHALTIC CONCRETE SURFACE COURSE OVERLAY A. Where pavement overlay is required, asphaltic concrete pavement restoration of the trench cut, as specified herein above, will not be required. Extend the surface course overlay over the reconstructed base course, the temporary asphalt surfacing, the asphalt -sand seal, if used, and the existing pavement to the limits of the full width of the driving lane cut, two lanes if both cut, or the full width of roadway or as otherwise directed by the Engineer. In driveway overlay, extend the overlay the full width of the driveway from edge of pavement or right- of-way to sidewalk. Project 01-1588.04 02574-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System B. Sweep the roadway surface clean of all dirt and dust, apply a tack coat and construct two lifts of 3/4 inch (minimum) compacted thickness of Type S -III asphaltic concrete in accordance with the requirements specified above for pavement restoration. The first lift shall be applied upon roadway restoration, and the second lift shall be applied when the utilities in an area have been completed, as directed by the Engineer. Correct any depressions or deviation from the line and grade of the existing pavement of more than one inch with an asphaltic concrete leveling course prior to placement of the overlay asphalt. END OF SECTION Project 01-1588.04 02574-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02660 RECLAIMED AND POTABLE WATER DISTRIBUTION SYSTEMS PART 1 - GENERAL 1.01 WORK INCLUDED A. The work under this Section includes providing a complete system of reclaimed water distribution pressure piping and appurtenant items. 1.02 QUALITY ASSURANCE A. Design Requirements: 1. Reclaimed water distribution mains shall be laid with a minimum cover of 48 inches below finished grade for directional drill, and a minimum of 36 inches below grade for open cut, unless otherwise indicated in the contract documents. 2. Reclaimed water mains shall be constructed of the materials indicated in this specification. Reclaimed water mains 16 inch and smaller shall be either HDPE, PVC or DIP unless otherwise indicated on the drawings or as required to meet FDEP requirements. 3. Changes in horizontal or vertical alignment of 11.25 degrees or less may be achieved through use of allowable pipe deflection in lieu of fittings shown on the Drawings at the Contractor's option, but subject to approval of the Engineer as to layout. Said deflection shall not exceed limits set forth in applicable AWWA Standards. 4. The CONTRACTOR shall be responsible to install locator balls on all Seminole County Utilities lines installed and/or worked upon during the project. The locator balls shall be located on potable water mains, reclaimed water mains, and force mains at one hundred foot intervals, and at all bends, "T's", valves, water and reclaimed services and any changes in direction on fittings. The balls shall be located not less than 12 inches and not greater than 24 inches below the final finished grade. The balls shall be blue for potable water, green for sewer and purple for reclaimed. The location of these balls shall be reflected on the as -built drawings with the abbreviations of (WLB) for "water locate balls", (SLB) for "sewer locate balls" and (RLB) for "reclaimed locator balls". B. Pipe Inspection: The Contractor shall obtain from the pipe manufacturers a certificate of inspection to the effect that the pipe and fittings supplied for this Contract have been inspected at the plant and that they meet the requirements of these specifications. All pipe Project 01-1588.04 02660-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System C. and fittings shall be subjected to visual inspection at time of delivery by rail or truck, also just before they are lowered into the trench to be laid, and joints or fittings that do not conform to these specifications will be rejected and must be removed immediately by the Contractor. The entire product of any plant may be rejected when, in the opinion of the Engineer and/or Owner, the methods of manufacture fail to secure uniform results, or where the materials used are such as to produce inferior pipe or fittings. D. Prevention of Electrolysis: Where deemed necessary, electrolytic action through the contact of dissimilar metals, shall be prevented by either: 1. The separation of one material from the other by means of an insulating or dielectric coupling, or 2. The use of alternative materials, as approved by the Engineer. 1.04 SUBMITTALS A. Shop Drawings: In general, the following shop drawings shall be submitted to the Engineer for acceptance prior to construction unless proposed material/equipment is listed in the list of materials and approved manufacturers as meeting County standards: 1. Pipe materials including linings and coatings. 2. Joints including restrained, mechanical and push joints. 3. Restrainers 4. Valves and valve boxes 5. Service connection assemblies 6. Fittings 7. Pipe laying schedule 8. Temporary plug and anchorage system for hydrostatic pressure test 9. Tapping sleeves and valves 10. Fire hydrants 11. Air release valves The Contractor shall provide a list of materials and equipment proposed to be used for which no shop drawing will be submitted. Project 01-1588.04 02660-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1.05 JOB CONDITIONS A. Water in Excavation: Water shall not be allowed in the trenches while the pipes are being laid and/or tested. The Contractor shall not open more trench than the available pumping facilities are able to dewater. The Contractor shall assume responsibility for disposing of all water so as not to injure or interfere with the normal drainage of the territory in which he is working. In no case shall the pipelines being installed be used as drains for such water, and the ends of the pipe shall be kept properly and adequately blocked during construction by the use of approved stoppers and not by improvised equipment. All necessary precautions shall be taken to prevent the entrance of mud, sand, or other obstructing matter into the pipelines. If on completion of the work any such material has entered the pipelines, it shall be cleaned so that the entire system will be left clean and unobstructed. Also see Section 02140 - Dewatering. PART 2 - PRODUCTS 2.01 MATERIALS A. Ductile Iron Pipe and Fittings: See Section 15061. B. Polyvinyl Chloride (PVC) Pipe and Fittings: See Section 15064. C. HDPE Pipe and Fittings: See Section 02690. D. Gate Valves: 1. Iron Gate Valves: a) Iron gate valves shall open by turning to the left (counter -clock -wise), when viewed from the stem. When fully open, gate valves shall have a clear waterway equal to the nominal diameter of the pipe. Operating nut or hand wheel shall have an arrow cast in the metal indicating the direction of opening. Each valve shall have the manufacturer's distinctive marking, pressure rating and year of manufacture cast on the body. Prior to shipment from the factory, each valve shall be tested by applying to it a hydrostatic pressure equal to twice the specified working pressure. Hydrostatic and leakage tests shall be conducted in accordance with ANSI/AWWA C500 or ANSI/AWWA C509, latest revisions, whichever is applicable. b) Gate valves with nominal sizes from 4 to 12 inches shall conform to ANSI/AWWA C509 with resilient seat, and shall be designed for a minimum working pressure of 200 psi. Valves shall be iron body resilient seat type with 0 -ring stem seals. The valve stem, stem nut, glands and bushings shall be bronze. Valve disc shall be constructed to assure Project 01-1588.04 02660-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System uniform seating pressure between disc seat ring and body seating surface. Resilient seat of valve shall be formed by a special corrosion and chloramine resistant, synthetic elastomer which is permanently bonded to and completely encapsulates a cast or ductile iron valve disc. Valve ends for underground installation shall be mechanical joint as specified for ductile iron pipe and flanged for above ground valves. Interior and exterior of valve body shall be coated with a fusion bonded or thermo- setting epoxy coating in accordance with AWWA C550, latest revision. Coating shall be holiday -free, NSF 61 approved, with a minimum thickness of 9 mils. Surfaces shall be clean, dry and free from rust and grease before coating. Resilient -seated type gate valves shall be manufactured by American Flow Control, Mueller, U.S. Pipe or approved equal. c) Valve Joints: All gate valves shall have either mechanical joint, restrained joint or flanged ends to fit the pipe run in which they are to be used. Gate valves installed on push -on joint pipe shall have mechanical joint ends unless otherwise specified. d) Valve Operators: Unless otherwise shown on the Drawings or specified herein, gate valves shall have non -rising stems. Buried gate valves shall be furnished with a 2 inch square AWWA standard nut operator with a valve box and cover. Gate valves located aboveground or inside structures shall be furnished with a handwheel operator which shall have an arrow cast in the metal indicating the direction of opening. E. Valves Boxes: 1. Cast iron valve boxes shall be provided for all valves installed underground. The valve boxes shall be adjustable to fit the depth of earth cover over the valve and shall be designed so as to prevent the transmission of surface loads directly to the valve or piping. Valve boxes shall have an interior diameter of not less than 5 inches. The valve boxes shall be provided with covers marked WATER or REUSE WATER as appropriate which shall be so constructed as to prevent tipping or rattling. Boxes shall be screw type Tyler 6860 Series or approved equal. Extension sections shall be cast iron only. The protective ring shall be constructed of Class B concrete. 2. Valve boxes shall be one complete assembled unit composed of the valve box and extension stem. All moving parts of the extension stem shall be enclosed in a housing to prevent contact with the soil. Valve box assembly shall be adjustable to accommodate variable trench depths. All exterior components shall be joined with stainless steel screws. The valve box top section shall be adaptable to fit inside a valve box upper section. Project 01-1588.04 02660-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System The stem assembly shall be of a telescoping design that allows for variable adjustment length. The stem material shall be of plated steel square tubing. The stem assembly shall have a built-in device that keeps the stem assembly from disengaging at its fully extended length. The extension stem must be torque tested to 1,000 foot pounds. Valve box shall be Tyler, Clow, Trinity Valley, Southern Star, or approved equal. Valves boxes, shall have installed a Non -pop lid with reclaimed water molded in the top for identification. The lid main body shall be constructed of high -impact, fiberglass -reinforced Nylon, with H-20 truck loading and with UV resistance. The lids shall be designed of premium quality materials, for use on valve boxes in all locations and capable of operating at temperatures in excess of 250 -Deg. F, and highly resistant to UV sunlight, ozone, hydrocarbon fluids, and other chemicals associated with the roadway environment. The rubber retention seal shall be a ozone and chemical resistant thermoplastic elastomer composite (Dead -Bang Rubber). This rubber seal shall absorb the direct shock and vibration from traffic impact insuring the lid to stay in place. The non -pop lid shall fit snug in the box, but easy to install. The non -pop lid shall be the MIZI Non -Pop Lid, model NP600 with ID disk, from S W Services or an approved equal. A "debris skirt", for prevention of debris from getting into the valve box and to insure a snug fit, shall be factory attached around the top. Additional features shall include an identification disk and/or a 3-M locator coil fixed in the under side of the cap for pertain information and location. The Non -Pop lid shall be supplied in purple and shall be supplied by S W Services in Phoenix, Arizona, or approved equal. F. Tapping Sleeves And Valves: Tapping sleeves and tapping valves used to make "wet" taps into existing mains shall be provided and installed at locations as shown on the Drawings. Tapping sleeves shall be fabricated of minimum 3/8 inch carbon steel meeting ASTM A285 Grade C and rated for 150 psi working pressure or steel units with 316 stainless steel nuts and bolts and epoxy coated. The Contractor shall determine the outside diameter of the existing main before ordering the sleeve. Valves shall be of the nonrising stem type with 0 -ring seals and applicable to requirements as specified above for gate valves. Tapping sleeves shall be manufactured by Smith Blair, JCM, Mueller or approved equal. Tapping valves shall be manufactured by Kennedy, Clow, Mueller, M&H, or approved equal. G. Fire Hydrants: 1. Characteristics: Cast iron body fire hydrants, compression type, opening against pressure and closing with pressure, base valve design, 150 psi working pressure, with '/a -inch gage tapping and bronze plug in standpipe. a. Size: Min. 51/4 -inch valve opening and min. 6 -inch inlet connection (valve). b. Direction to open hydrant: Left. Project 01-1588.04 02660-5 Village of Key Biscayne April 2008 Reclaimed Water Distribution System c. Size and shape of operating and cap nuts: Pentagon 11/2 inch point to flat. d. Hose Nozzles: Two 21/2 inch Nation Standard Thread, cap and chain. e. Pumper Nozzles: One 41/2 inch National Standard Thread, cap and chain. f. Depth of Trench: 5'-0". g. Connection to Main: 6 -inch mechanical joint. h. Hydrant Extensions (must be of same manufacturer). 2. Hydrants shall conform to AWWA Standard C502 latest revision and as specified herein. 3. Hydrants shall be of the compression type, closing with line pressure. 4. Hydrant shall be of the traffic model breakaway type. 5. Hydrant cap and stuffing box shall be of a unitized, one piece design creating a water tight cavity without the use of gaskets. The combination of 3 0 -rings to a crimped brass ferrule around the stem shall seal the cavity from contact with water. An alemite fitting shall be supplied for periodic lubrication of the operating threads with grease. 6. Operating nut shall be of one piece bronze construction. 7 A dirt shield shall be provided to protect the operating mechanism from grit buildup and corrosion due to moisture. 8. A thrust washer shall be supplied between the operating nut and stem lock nut to facilitate operation. 9. Nozzles shall be of the tamper resistant, 1/a turn type with 0 -ring seals and stainless steel retaining screws. 10. An 0 -ring shall be provided to seal between the upper and lower barrels. 11. The main valve shall be of synthetic rubber reinforced with steel. 12. The seat shall be of a bronze ring threaded to a bronze insert in the hydrant shoe, with 0 -rings to seal the drainway and barrel from leakage of water in the shoe. 13. Hydrant drain valve shall momentarily force flush with each operation. Drainway Project 01-1588.04 02660-6 Village of Key Biscayne April 2008 Reclaimed Water Distribution System shall be of bronze. Drain valve facing shall be of synthetic rubber with a stainless steel retaining pin. 14. Hydrants shall be Guardian as manufactured by ITT Kennedy Valve or approved equal. 15. All fire hydrant interior surfaces shall be coated with a high performance, one -part, heat -curable, thermosetting epoxy coating which provides superior corrosion resistance protection for metal parts. 16. Source Manufacturers: a. Mueller b. American c. M&H d. Clow e. Kennedy Part No. Centurion Part No. B 84B .6" Part No. 929 Part No. Medallion Part No. K.81A H. Automated Reclaimed Water Meter and Meter Box: Automated Water Meter (AWM) and Meter boxes shall be provided and installed at locations as shown on the Drawings. 1. Automated Water Meter: a. Meter shall transmit readings, along with other specific data, to a receiver connected to a laptop computer or handheld device which can be readily transferred among utility vehicles. b. The meters shall be Badger, Model No. 70 1" Re-claim w/ pit Orion, or an approved equal. 2. Meter boxes: The meter boxes shall be County approved materials and shall be installed flush to the existing grade at the location shown on the Plans and/or determined by the Owner. I. Service Clamps: Service clamps for PVC and ductile iron mains shall be stainless steel epoxy coated, multi -strap, saddle type. Service clamps shall be Ford FC-202, Rockwell 213, JCM 402, Mueller H10520, Baker 4181 or approved equal. J. Tie Rods: Steel for tie rods and tie bolts shall conform to the requirements of ASTM Designation A 242, and rods shall be galvanized in conformance with requirements of ASTM Designation A 123. Tie rods and tie bolts shall be Super Star Tierod Figure No. SS 12 and Tiebolt Figure No. SST7 respectively as manufactured by Star National Products or approved equal. K. Pressure Gauge Assemblies: Project 01-1588.04 02660-7 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1. Pressure gauges shall have the following design features: glycerin filled, 4 1/2 - inch dial, aluminum dial with black numerals on white background, Type 316 stainless steel bourdon tube and movement, 300 series stainless steel case and ring, safety glass lens, threaded lens retaining ring, adjustable pointer with over- pressure stop and zero pointer stop, blowout protection,'/2-inch Type 316 stainless steel stem mounting, and 1.0 percent accuracy based on full scale. Provide Type 316 stainless steel pressure snubbers on all gauges not protected by diaphragm seals. Pressure gauges shall be as manufactured by U.S. Gauge, Ashcroft, Marshalltown, Marsh, or approved equal. 2. Pressure Gauge Service and Ranges: Pressure gauges shall be furnished for the following services with ranges noted. Diaphragm seals shall be furnished for gauges as indicated: Number Diaphragm Service Required Range Seal Meter Station See plans 0-100 psig No 3. Each pressure gauge assembly shall be furnished with an isolation ball valve. Body, stem and all other parts of valves shall be manufactured of Type 316 stainless steel. Valve packing shall be high -density TFE. Valve connections shall be '/2 -inch female NPT threaded connections. Bali valves for pressure gauge assembly isolation shall be 45 Series as manufactured by the Whitey Company, or an equal approved by the Engineer. L. Temporary Sampling/Air Release Station: Temporary sampling/air release stations shall be a combination of corporation stop, poly tubing, and curb stops. Temporary sampling/air release stations shall be properly abandoned after successful testing by turning corporation stop off and removing piping. M. Electronic Identification Markers: Full range marker discs shall consist of a passive device capable of reflecting a specifically designated repulse frequency tuned to the utility being installed. Discs shall be 15 inches in diameter with a polyethylene shell. Marker discs shall be color coded in accordance with American Public Works Association's Utility Location and Coordinating Council Standards. Discs shall be as manufactured by Scotch -Mark Omni Locator System, pantone purple for reclaimed water and blue for potable water. Locate a marker at 100 -foot intervals, at each change in direction, tees, each water and reclaimed services, other points of connection, and as directed by the Owner and Engineer. Place markers directly above the pipe and hand backfill one foot above marker to prevent damage or movement during subsequent backfilling. Depth of burial shall be between 24 and 48 inches. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 02660-8 Village of Key Biscayne a. Contractor shall supply new locating devices to Owner. The Contractor shall have the manufacturer representative demonstrate proper use to the County. Contractor shall furnish complete O&M manual for locating devices. N Double Check Valve Assembly (DCVA) Backflow Preventers: The DCVA backflow preventers shall be 3/4 -inch, 1 -inch and 1 1/2 —inch and shall be Flomatic Model No. DCVA, or an approved equal. Valves must meet or exceed requirements of standards ASSE standard no. 1013, AWWA standard C510 and USC-FCC. O. Pressure Sustaining Valve/ Flow meter (Hydrometer) Assemblies: 1. The valve shall be 8" Bermad model 930P-918-55-UF-THG with a pressure loss of 1.8 psi @ 1,000 gpm (wide open valve - no regulation), or approved equal. Valve will regulate under two distinct modes of operation; one being electronic; one being hydraulic. 2. 930P, or approved equal - The primary control loop shall be hydraulic and sustain a minimum upstream pressure. The valve will also send a pulse output of totalized flow for every 1,000 gallons throughput. 3. 918, or approved equal - The secondary control loop shall be electronic positioning control to allow the valve to regulate upstream / downstream pressure and rate of flow via PLC interpretation of separately installed pressure and flow transducers. The PLC will sample both pressure and flow conditions, then compare to pre -established parameters and instruct the control valve to position itself so as to give the desired pressure / flow. This will be accomplished through two electrical positioning solenoids. The valve will also send a pulse output of totalized flow for every 1,000 gallons throughput. This pulsed output will be received by the PLC and / or converted to rate of flow by comparing pulse counts with a real-time clock. 4. 55, or approved equal - The control valve shall have an auxiliary solenoid that separates the primary and secondary control loops to allow electronic intervention. Upon loss of power - the control valve will automatically revert to hydraulic pressure sustaining control regardless of which mode of operation it's in at the time of power loss 5. The control valve shall have stainless steel tubing, fittings, cock valves 6. The control valve shall have a large -control, canister style filter 7. All solenoid voltages shall be 120 VAC P Pressure Sustaining Valve Assembly: Project 01-1588.04 02660-9 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1. The valve shall be 12" 730-718-55-SUF-THG with a pressure loss of 1.0 psi @ 2,200 gpm (wide open valve - no regulation), or approved equal. Valve will regulate under two distinct modes of operation; one being electronic; one being hydraulic 2. 730, or approved equal - The primary control loop shall be hydraulic and sustain a minimum upstream pressure. 3. 718, or approved equal - The secondary control loop shall be electronic positioning control to allow the valve to regulate upstream / downstream pressure and rate of flow via PLC interpretation of separately installed pressure and flow transducers. The PLC will sample both pressure and flow conditions, then compare to pre -established parameters and instruct the control valve to position itself so as to give the desired pressure / flow. This will be accomplished through two electrical positioning solenoids. A limit switch shall be provided with this valve to designate open / close status. 4. 55, or approved equal - The control valve shall have an auxiliary solenoid that separates the primary and secondary control loops to allow electronic intervention. Upon loss of power - the control valve will automatically revert to hydraulic pressure sustaining control regardless of which mode of operation it's in at the time of power loss 5. The control valve shall have stainless steel tubing, fittings, cock valves 6. The control valve shall have a large -control, canister style filter 7. All solenoid voltages shall be 120 VAC Q. Additional Work: Additional items of construction, necessary for the complete installation of the systems, shall conform to specific details shown on the Drawings and shall be constructed of first-class materials conforming to the applicable portions of these specifications. PART 3 - EXECUTION 3.01 PREPARATION A. Bedding: 1. Pipe Cradle: Upon satisfactory installation of the pipe bedding material as specified in Section 02220, a continuous trough for the pipe barrel and recesses for the pipe bells or couplings shall be excavated by hand digging. When the pipe is laid in the prepared trench, true to line and grade, the pipe barrel shall receive continuous, uniform support and no pressure will be exerted on the pipe joints from the trench bottom. Project 01-1588.04 02660-10 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 2. Cleanliness: The interior of the pipes shall be thoroughly cleaned of all foreign matter before being gently lowered into the trench and shall be kept clean during laying operations by means of plugs or other approved methods. During suspension of work for any reason at any time, a suitable stopper shall be placed in the end of the pipe last laid to prevent mud or other foreign material from entering the pipe. 3.02 INSTALLATION A. Pipe: 1. Gradient: Lines shall be laid straight, and depth of cover shall be maintained uniform with respect to finish grade, whether grading is completed or proposed at time of pipe installation. When a grade or slope is shown on the Drawings, batter boards with string line paralleling design grade, or other previously approved means, shall be used by the Contractor to assure conformance to required grade. 2. Pipe Joint Deflection: Whenever it is desirable to deflect pipe, the amount of deflection shall not exceed the maximum limits as shown in AWWA Standard C600 for ductile iron pipe and the maximum limits as established by the manufacturer of PVC pipe. 3. Rejects: Any pipe found defective shall be immediately removed and replaced with sound pipe at the Contractor's expense. 4. Joint Compounds: No sulphur base joint compound shall be used. B. Installing Valves And Boxes: 1. Valves: Valves shall be carefully inspected, opened wide and then tightly closed and the various nuts and bolts shall be tested for tightness. Special care shall be taken to prevent any foreign matter from becoming lodged in the valve seat. Gate valves, unless shown otherwise, shall be set with their stems vertically above the center line of the pipe. Any valve that does not operate correctly shall be removed and replaced. 2. Valve Boxes: Valve boxes shall be carefully centered over the operating nuts of the valves so as to permit a valve key to be fitted easily to the operating nut. In areas to be paved, valve boxes shall be set to conform to the level of the finished surface and held in position by a ring of concrete placed under the support flange as shown on the Drawings. The valve box shall not transmit surface loads to the pipe or valve. Care shall be taken to prevent earth and other material from entering the valve box. Any valve box which is out of alignment or whose top does not conform to the finished ground surface shall be dug out and reset. Before final acceptance of the work all valve boxes shall be adjusted to finish grade. Project 01-1588.04 02660-11 Village of Key Biscayne April 2008 Reclaimed Water Distribution System C. Concrete Encasement: Concrete encasement will not be permitted unless special permission is obtained from the Owner. D. Service Connections: Service connections shall be installed at the locations determined by the Owner and in the manner shown on the Drawings. E. Backfilling: 1. After pipe has been laid, inspected, and found satisfactory, sufficient backfill shall be placed along the pipe barrel to hold the pipe securely in place. 2. Backfilling of the trench shall be completed prior to hydrostatic testing. 3. Plastic metallic locating tape of the appropriate color shall be installed directly one inch above the centerline of all buried reclaimed and water iron pipe. F Concrete Protective Slabs: Where waterways, canals, ditches or other cuts are crossed, protective concrete slabs shall be installed across and to 10 feet each side of the bottom. Approved utility crossing signs shall be placed on the pipe alignment at each side of the canal, waterway, etc. 3.03 FIELD QUALITY CONTROL A. Preventive and Corrective Measures During Construction 1. Interior of pipeline shall be kept clean and dry during construction. 2. Precautions shall be taken to protect the interiors of pipes, fittings, and valves against contamination. Pipe delivered for construction shall be strung so as to minimize entrance of foreign material. All openings in the pipeline shall be closed with watertight plugs when pipe laying is stopped at the close of the day's work or for other reasons, such as rest breaks or meal periods. Rodent -proof plugs may be used where it is determined that watertight plugs are not practicable and where thorough cleaning will be performed by flushing or other means. 3. Joints of all pipe in the trench shall be completed before work is stopped. If water accumulates in the trench, the plugs shall remain in place until the trench is dry. 4. If dirt enters the pipe, and in the opinion of the Owner's representative the dirt will not be removed by the flushing operation, the interior of the pipe shall be cleaned by mechanical means and then swabbed with a one percent hypochlorite disinfecting solution. B. Hydrostatic Tests: Project 01-1588.04 02660-12 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1. No testing shall be done until all restraining is in place and set. In testing, the part of the system under test shall be filled with water and subjected to a sustained pressure of 150 pounds per square inch. The piping shall be tested in sections, thereby testing each valve for secure closure. While the system is being filled, air shall be carefully and completely exhausted. If permanent air vents are not located at all high points, the Contractor shall install corporation stops or fittings and valves at such points so the air can be expelled as the pipe system is slowly filled with water. 2. Test pressure shall be maintained by pumping for at least 2 hours and until all sections under test have been checked for evidence of leakage. Rate of loss shall not exceed that specified hereinafter. Visible leaks shall be corrected regardless of total leakage shown by test. 3. The system as a whole, or any part, shall be retested after completion of backfilling. Such retest will be required for final acceptance. 4. All pumps, gauges, and measuring devices shall be furnished, installed and operated by the Contractor and all such equipment and devices and their installation shall be approved by the Engineer. All pressure and leak -age testing shall be done in the presence of a representative of the Owner and Engineer. 5. Water for testing and flushing shall be potable water provided by the Contractor from a source approved by the Engineer. A flushing plan shall be submitted to the County for approval prior to testing and flushing. C. Allowable Limits For Leakage: 1. The hydrostatic pressure tests shall be performed as herein above specified and no installation, or section thereof, will be acceptable until the leakage is less than the number of gallons per hour as determined by the formula: L = SD (P)"2 148,000 in which, L= S= D= P= Allowable leakage, in gallons per hour Length of pipe being tested in feet Nominal pipe diameter; in inches Average test pressure during the test, in psi gauge. 2. Water shall be supplied to the main during the test period as required to maintain the test pressure as specified. The quantity used, which shall be compared to the Project 01-1588.04 April 2008 Reclaimed Water Distribution System 02660-13 Village of Key Biscayne above allowable quantity, shall be measured by pumping from a calibrated container. D. Correction Of Work: Where leakage exceeds the allowable limit, as specified herein before, the defective pipe or joints shall be located and repaired. If the defective portions cannot be located, the Contractor shall remove and reconstruct as much of the work as is necessary in order to conform to the specified limits. Any visible leaks or any defective pipe or joint shall be repaired or replaced as directed by the Engineer even though the total leakage is within the specified allowable limits. No additional payment will be made for the correction of defective work, or to damage to other parts of the work resulting from such corrective work. E. Reclaimed Water and Potable Water Systems Disinfection: Disinfection will be scheduled in advance with the Owner and conducted only in the presence of the Owner. 1. Before any portion of reclaimed water transmission system is to be placed in service it shall be disinfected in accordance with the requirements of AWWA Standard C651; and its disinfection shall be demonstrated by bacteriological test conducted in accordance with "Standard Methods for Examination of Water and Wastewater" for the coliaerogenes group, by a State -approved laboratory. 2. The disinfecting agent shall be free chlorine in aqueous solution, with sustained concentration for 24 hours or more of not less than 50 parts per million. Chlorine may be derived from chlorine gas, or 70 percent (high test) calcium hypochlorite (HTH or Perchloron, or equal). Administration may be by any of the several methods described in AWWA Standard C651, as proposed by the Contractor and approved by the Engineer. Proposals as to method must be made prior to commencement of the disinfection process. 3. Following contact with chlorine solution, the system shall be thoroughly flushed out and properly disposed of in accordance with State and Federal regulations. Discharged water shall be de -chlorinated. Samples shall then be taken using sterile containers by a certified laboratory. Samples shall be taken by the County and delivered to the approved laboratory for analysis. The County shall pay for the first sampling and analysis. Any retesting, due to failed tests, shall be paid for by the Contractor. 4. If samples do not demonstrate satisfactory results, the disinfection procedure shall be repeated until two series of satisfactory samples are obtained, the period between such series of samples to be a minimum of twenty-four hours. 3.04 WATER FOR USE IN TESTING AND DISINFECTION A. The Contractor will provide the water required for pressure testing, flushing and disinfection. Project 01-1588.04 02660-14 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3.05 SEPARATION OF NON -POTABLE AND POTABLE WATER LINES (Reference Chapter 62.555.314, F.A.C.) A. Horizontal Separation between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems 1. New or relocated underground water mains shall be laid to provide a horizontal distance of at least three (3) feet between the outside of the water main and the outside of any existing or proposed storm sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter 62-610, F.A.C. 2. New or relocated underground water mains shall be laid to provide a horizontal distance of at least three (3) feet, and preferably ten (10) feet, between the outside of the water main and the outside of any existing or proposed vacuum -type sanitary sewer. 3. New or relocated underground water mains shall be laid to provide a horizontal distance of at least six (6) feet, and preferably ten (10) feet, between the outside of the water main and the outside of any existing or proposed gravity or pressure -type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part HI of Chapter 62-610, F.A.C. The minimum horizontal separation distance between water mains and gravity -type sanitary sewers may be reduced to three (3) feet where the bottom of the water main is laid at least six (6) inches above the top of the sewer. 4. New or relocated underground water mains shall be laid to provide a horizontal distance of at least ten (10) feet between the outside of the water main and all parts of any existing or proposed "on -site sewage treatment and disposal system" (i.e. septic tank/septic drainfield) as defined in Section 381.0065(2) F.S., and Rule 64E- 6.002, F.A.C. B. Vertical Separation between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, Reclaimed Water Pipelines, and On -Site Sewage Treatment and Disposal Systems 1. New or relocated underground water mains crossing any existing or proposed gravity or vacuum -type sanitary sewer or storm sewer shall be laid so the outside of the water main is at least six (6) inches, and preferably twelve (12) inches, above or at least twelve (12) inches below the outside of the other pipeline. It is preferable to lay the water main above the other pipeline. 2. New or relocated underground water mains crossing any existing or proposed pressure -type sanitary sewer, or wastewater or stormwater force main, or pipeline Project 01-1588.04 02660-15 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02662 WATER SERVICE INSTALLATIONS PART 1 - GENERAL 1.01 DESCRIPTION A. The Contractor shall furnish all labor, material and equipment required to construct water service installations, as specified herein. 1.02 QUALITY ASSURANCE A. All material and installation shall be in accordance with the Miami Dade Water and Sewer Department's Design and Construction Standard Specifications and Details. PART 2 - PRODUCTS 2.01 MATERIALS A. T'•pe: Copper pipe shall be Type K for interior piping and Type K Soft Temper for exterior piping, both conforming to ASTM B88, seamless, round, drawn tubing. B. Fittings: Solder joint fittings shall be wrought copper and bronze fittings conforming to ANSI B16.22 or cast brass fittings conforming to ANSI Standard B16.18. Fittings for use with copper tubing shall be one of the following: 1. Cast Bronze Solder -Joint Fittings: Solder joint fittings of this type shall be cast bronze fittings conforming to ANSI B16.18, "Cast Brass Solder -Joint Fittings", and ASTM Standard B62, "Composition Bronze or Ounce Metal Castings", as manufactured by Chase Brass and Copper Co., Stanley G. Flagg & Co., Inc., or approved equal. 2. Wrought Copper Solder -Joint Fittings: Solder joint fittings of this type shall be wrought copper fitting in accordance with ASNI B16.22, "Wrought Copper and Bronze Solder -Joint Pressure Fittings." C. Solder: Solder shall consist of 95 percent tin and 5 percent antimony. Soldering shall be on conformance with Section 3 of the Copper and Brass Research Association Copper Tube Handbook. Project 01-1588.04 02662-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System D. Connection of copper pipe or fittings with galvanized pipe or fittings shall be made with dielectric fittings. PART 3 — EXECUTION 3.01 INSTALLATION OF 1 -INCH SERVICES A. Services from the new water mains shall consist of corporation stops, 1 -inch copper tubing and terminal fittings as shown in the Standard Details. The services shall be installed where designated in the field by the Engineer, and will be determined as soon as possible in order that the Contractor may tap the mains as they are installed. B. Where meter boxes are located in existing sidewalks, the whole flag of sidewalk shall be removed and replaced with new concrete. The concrete walk shall be 4 inches thick and finished with the proper tools and techniques to resemble the existing walk. The concrete support for meter boxes shall be eliminated when the box is installed in an existing walk. Where meter boxes are located out of sidewalk areas, a concrete support is required. Concrete supports shall be to the established line and grade. C. Meter boxes shall be set flush with the finishes grade if inside walks, or with the top of the ground if out of sidewalk areas. D. All bends in copper tubing shall be made with an approved type tube bender to the satisfaction of the Engineer. Flattened, out of round or kinked tubing will not be permitted. E. Each 1 -inch service connection to be installed as part of this Project will be one of the following: 1. Short Single - Consisting of a short run of 1 -inch copper tubing from the main of the same side of the street as the existing meter. 2. Long Single - Same as above but from a main on the opposite side of the street from the proposed meter, requiring additional copper tubing to cross the street to the existing meter. This installation, requiring a 1 1/2 Schedule 40 black steel casing pipe, is to be driven under the street pavement. F. If existing black steel casing pipe cannot be re -used the contractor is required to provide a new steel casing pipe as follows: the pipe may be driven from the side of the street which affords the most room for the driving trench, thus resulting in the least number of couplings in the casing. Extra care shall be used in leveling and heading the first length of casing in the proper direction. One method of driving casing, known to work in this area and offered here as a suggestion, is to use an ordinary coupling screwed in the leading end of the casing as a cutting edge, and driving against a coupling screwed on the tailing end with a special tool in Project 01-1588.04 02662-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System a pneumatic hammer, while maintaining a steady pull forward on the hammer with a small winch. Each length of casing as driven shall be cleaned out with compressed air introduced through a one -half -inch pipe at least as long as the casing. The purpose of driving casing pipe is to make it unnecessary to repair paving over one -inch service cuts. Should the Contractor elect to open- any one -inch service across pavement, he will be required to repair the paving at his own expense. G. When installing services the Contractor shall temporarily plug the ends of the tail pieces for protection against dirt. H. Pipe bending and the backfill material up to 6 inches above the crown of the copper tubing shall be clean white masonry sand. Backfilling and compaction material lying above a point 6 inches above the crown on the tuning and below the surface of the ground shall be as specified in Section 02221, "Trenching and Backfilling for Utility Systems". END OF SECTION Project 01-1588.04 02662-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02663 CLEANING AND TESTING OF MAIN PART 1 - GENERAL 1.01 DESCRIPTION A. The Contractor shall furnish all labor, material and equipment required to clean and test the water mains. B. The specifications herein specify cleaning and testing of water mains 24 -inches in diameter and less. 1.02 QUALITY ASSURANCE A. Testing shall be in accordance with ANSI/AWWA Standard C-600-82. B. Cleaning and testing shall be performed in strict accordance with these specifications. C. The Contractor is cautioned that Miami Dade Water and Sewer (MDWASD) having =risdiction over the work location has regulatory rules and ordinances prohibiting or limiting the discharge of water from any excavation into sanitary and storm sewer systems, or to canals and drainage ditches. In the least, all discharges of water shall be executed in strict compliance with acceptable levels of turbidity, as per HRS Standards. PART 2 — PRODUCTS -(NOT USED) PART 3 — EXECUTION 3.01 As soon as the installation of each run of water main is completed, including valves for control and sufficient pipe beyond the valves to keep them from blowing out the line, the run shall be thoroughly flushed, discharging the flushing water through a riser into the pipe trench, unless some other method is approved by the Engineer. 3.02 Volume flushing will be required, and flushing shall be sufficient velocity to produce a scouring action in the main meeting the Engineer's approval. 3.03 The Contractor shall furnish and install all piping necessary to dispose of the flushing water and shall exercise care to prevent any damage to the surrounding area and adjoining and adjacent properties. The Contractor shall exercise due care in the protection of private Project 01-1588.04 02663-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System property from water damage due to his operations. In addition, the Contractor hereby assumes complete liability for any damage caused directly or indirectly by his operations. 3.04 The main shall be tested between line valves unless otherwise specified or permitted be the Engineer. Corporation stops, fire hydrants, and services between line valves shall be installed prior to testing and shall be included in the test with no leak permitted. 3.05 Water for cleaning and testing shall be furnished as specified in "Temporary Water" of Section 01510. The Contractor shall furnish and install all necessary pumps, piping, and fittings, including the corporation stop, to connect the section under test to the source of water. The test pump shall be a centrifugal or gear pump producing a steady pressure free of pulsation. The test pressure shall be 100 psi. 3.06 The Contractor shall furnish and install all necessary pumps, piping, and fittings, including the corporation stops, to connect the section under test to the source of water. The test pump shall be a centrifugal or gear pump producing a steady pressure free of pulsation. 3.07 All corporation stops, and hydrants in the section being tested shall be opened and left open until water comes out of them, in order that as much air as possible may be removed from the line. Water shall be pumped into the line through the meter up to the required pressure, and pumping shall be continued to maintain that pressure for a period of 2 hours, or such longer period as the Inspector requires to inspect the line for leaks. Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe, or any valved section thereof, to maintain the specified leakage test pressure after the air in the pipeline has been expelled and the pipe has been filled with water. 3.08 The maximum allowable leakage for ductile iron mains shall be determined by the following formula: L = SD time the square root of P 133,200 where: L is the allowable leakage in gallons per hour; S is the length of pipeline tested in feet; D is the nominal diameter of the pipe in inches; and P is the average test pressure during the leakage test, in pounds per square inch gauge 3.09 No pipe installation will be accepted if the leakage is greater than that determined by the above requirements. 3.10 The Contractor shall locate and repair all leaks until the leakage is reduced to the limits specified. Any observed leaks or any obviously defective joints or pipes shall be repaired or replaced as directed by the Engineer, even though the total leakage is below that specified Project 01-1588.04 02663-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System above. The test and repairs shall be continued or repeated until the Engineer is assured that the leakage from the section of line under test is less than the amount specified. END OF SECTION Project 01-1588.04 02663-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 02934 SOLID SODDING PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide solid sodding in the areas indicated on the Drawings and fertilize, water and maintain the sodded areas to assure a healthy stand of grass as specified herein. 1.02 SUBMITTALS A. Furnish the producer's certification of sod quality to the Engineer ten days prior to use. 1.03 QUALITY ASSURANCE A. Comply with all current restrictions in regard to movement of sod into or within areas which are outside of quarantine boundaries for the white fringed beetle and the imported fire ant, as issued by the following agencies: 1 U.S. Department of Agriculture, Animal and Plant Health Inspection Service. 2. Florida Department of Agriculture, Division of Plant Industry. 1.04 GUARANTEE A. Furnish a guarantee of all sodding work for a period of 120 calendar days after the date of satisfactory installation of the sod or until final acceptance by the Owner, whichever is later. Continue maintenance and watering of the sodded areas as specified herein during this guarantee period which is also considered the establishment period. B. During the guarantee period, replace at no cost to the Owner any sod required under the Contract that dies, is not established or is defective. In case of any doubt as to the condition and satisfactory establishment of the sod, the Engineer may allow such sod to remain through another establishment (120 days) period at which time the sod in question, if found to be dead, in an unhealthy or badly impaired condition, must be replaced. PART 2 - PRODUCTS 2.01 GRASS SOD A. Provide St. Augustine Floratam grass sod or a drought resistant variety of St. Augustine, Project 01-1588.04 April 2008 Reclaimed Water Distribution System 02934-1 Village of Key Biscayne FX-10, well matted with grass roots. Take the sod up in rectangles, preferably 12 -inch by 24 -inch, and a minimum of 2 -inches in thickness. Use live, fresh sod uninjured at the time of planting, reasonably free of weeds and other grasses and having a soil mat of sufficient thickness adhering firmly to the roots to withstand all necessary handling. Plant the sod as soon as possible after being dug and keep shaded and moist until it is planted. 2.02 FERTILIZER A. Use commercial fertilizers complying with the state fertilizer laws. B. The numerical designations for fertilizer indicate the minimum percentages (respectively) of (1) total nitrogen, (2) available phosphoric acid and (3) water-soluble potash contained in the fertilizer. C. Use fertilizer with a chemical designation of 12-8-8 with at least 50 percent of the phosphoric acid being from normal super phosphate or an equivalent source which will provide a minimum of two units of sulfur. The amount of sulfur shall be indicated on the quantitative analysis card attached to each bag or other container. 2.03 WATER FOR GRASSING A. The water used in the sodding operations may be obtained from any approved spring, pond, lake, stream or municipal water system. Use water free of excess and harmful chemicals, acids, alkalies, salt or any substance which might be harmful to plant growth or obnoxious to traffic. PART 3 - EXECUTION 3.01 PREPARATION OF GROUND A. Scarify or loosen the area over which the sod is to be placed to a suitable depth and then rake smooth and free from rocks or stones. Where the soil is sufficiently loose, the Engineer, at his discretion, may authorize the elimination of ground preparation. 3.02 APPLICATION OF FERTILIZER A. Spread the fertilizer uniformly over the area to be sodded at the rate of 500 pounds per acre, by means of a spreading device capable of uniformly distributing the material at the specified rate. Immediately after spreading, mix the fertilizer with the soil to a depth of approximately 4 -inches. B. On steep slopes, where the use of a machine for spreading or mixing is not practicable, spread the fertilizer by hand and rake in and thoroughly mix with the soil to a depth of approximately 2 -inches. Project 01-1588.04 02934-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3.03 PLACING SOD A. Place the sod on the prepared surface, with edges in close contact. Firmly and smoothly embed the sod by light tamping with appropriate tools. B. Where sodding is used in drainage ditches, stagger the pieces so as to avoid a continuous seam along the line of flow. Along the edges of such staggered areas, offset the individual strips not more than 6 -inches. In order to prevent erosion caused by vertical edges at the outer limits, tamp the outer pieces of sod so as to produce a featheredge effect. C. On steep slopes, if so directed by the Engineer, prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth, at suitable intervals. D. Do not use sod which has been cut for more than 72 hours unless specifically authorized by the Engineer after his inspection thereof. Stack in an approved manner sod which is not planted within 24 hours after cutting and maintain it properly moistened. Remove any pieces of sod which, after placing, show an appearance of extreme dryness and replace with fresh, uninjured pieces. E. Do not place sod when weather and soil conditions are, in the Engineer's opinion, unsuitable for proper results. 3.04 WATERING A. After being placed, keep the sod in a moist condition to the full depth of the rooting zone for at least 2 weeks. Thereafter, apply water as needed until the sod roots and starts to grow for a minimum of 60 days or until final acceptance, whichever is latest. 3.05 MAINTENANCE A. Mow and maintain the sodded areas in a satisfactory condition until final acceptance of the project, including repairing of any damaged areas and replacing areas in which the establishment of the grass stand does not appear to be developing satisfactorily. END OF SECTION Project 01-1588.04 02934-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 03100 CONCRETE FORMWORK PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide formwork for cast -in -place concrete. 1.02 RELATED WORK A. Section 03200, Concrete Reinforcement B. Section 03250, Concrete Accessories C. Section 03300, Cast -In -Place Concrete D. Section 03410, Precast Concrete Structures 1.03 QUALITY ASSURANCE A. Standards: 1. Florida Building Code. 2. ACI 347, Recommended Practice for Concrete Formwork. 3. Local codes and regulations. B. CONTRACTOR's Responsibility: For design of the formwork and for safety in its construction, use, and removal. C. Tolerances: Construct formwork to insure that finished concrete surfaces will be in accordance with the tolerances listed in ACI 347. Provide camber as necessary to compensate for anticipated deflection in formwork and concrete due to weight and pressure of fresh concrete and other construction loads. 1.04 SUBMITTALS A. Submit in accordance with Section 01340, product data and other manufacturer's literature on form ties, spreaders, corner formers, form coatings, and bond breakers. Project 01-1588.04 03100-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System PART 2 - PRODUCTS 2.01 MATERIALS A. Lumber: Douglas Fir or Larch, No. 2 grade, seasoned and surfaced on four sides. B. Plywood: Plyform, Class 1, BB -Exterior type, mill oiled and edge sealed, with thickness not less than 3/4 -inch. C. Medium Density Overlay (MDO) Plywood Forms: PS -1, B -B High Density Concrete Form Overlay, Class I, un-oiled. 1. Butt form panels, make contact surface fully flush and seal butting holes with sponge form tape. Chamfer edges of beams and ceilings. 2. Where MDO plywood is used to form beams, use no piece of MDO plywood that has been patched or damaged. D. Drip Forms: Varnished ponderosa pine or equally rigid non -staining plastic, 1/2 inch wide on each leg. E. Steel Forms: Uncoated steel, 3/16 inch minimum thickness, fabricated to close tolerances, protected only by the specified release agent, braced so as not to bend, dent or dimple under wet concrete loads, vibrator impact, and tool impact. Maintain steel forms in rust -free condition by use of steel wool and light grinding, followed by coats of specified release agent. Use forms that can be adjusted into true alignment without stops or ridges. F. Glass Fiber Reinforced Plastic (FRP) Forms: Smooth coated forms, braced so as not to bend, dent or dimple under wet concrete loads, vibrator impact and tool impact, and at least 0.11 inch thick. Design forms for external bracing at piers and columns, without use of form ties. G. Plugged Cone Form Ties: Rod type, with ends or end fasteners which can be removed without spalling the concrete and which leave a hole equal in depth to the required reinforcement clearance. Form ties shall be of a design in which the hole left by the removed end or end fastener is easily filled to match the surface of the hardened concrete. Provide removable cones 1 1/4 inches in diameter by 1 1/2 inches deep. Provide preformed mortar plugs to match the color of the concrete, recessed 1/4 inch, adhered with an approved two-part epoxy. H. Weep Hole Forms: PVC, polyethylene, or ABS pipe, matching color of the concrete, 4 inch inside diameter, with outlet projecting 1 1/2 inches from wall and cutoff in a plane parallel to it. I. Circular and Elliptical Column Forms: Fabricate of two pieces, clamped watertight using gaskets and without horizontal joints. Install horizontal construction joints only where indicated or as directed by the ENGINEER. J. Beam Forms: Provide in one length without form joints and suitable for cambering up to 1/160 of span without distortion of profile or opening of seams. Project 01-1588.04 03100-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System K. Forms for Hammerhead Pier Caps: Provide in one length with adjustable soffits, bulkheads, and screeds as necessary to accommodate different hammerhead beam configurations. Provide no construction joints in hammerhead pier caps. Where three or fewer identical hammerhead pier caps occur within a line section, steel braced HDO plywood forms may be substituted for steel forms if: 1. Working drawings of formwork are submitted. 2. Internal form ties are regularly spaced no less than 48 inches each way, and are made watertight. 3. Form ties have removable cones, which are filled to match concrete. 4. Joints in panels are watertight. 5. The resulting surface matches the appearance of steel formed hammerhead caps, with no visible discoloration due to form leakage. L. Styroform Board: Expanded polystyrene extruded into board form, closed cell, moisture resistant, capable of maintaining indicated clear space between concrete structures. M. Control Joint Filler: Use epoxy joint filler equal to BurkEpoxy Joint Filler to fill voids left by saw cuts and to resist against spalling caused by vehicle traffic in concrete slabs. N. Inserts: Galvanized cast steel or galvanized welded steel, complete with anchors to concrete and fittings such as bolts, wedges, and straps. Provide hanger inserts spaced to match grid of suspended ceilings. O. Shoring: As designed and executed by CONTRACTOR to support all loads. P. Chamfer Strips: Polyvinyl strips designed to be nailed in the forms to provide a 3/4 -inch chamfer at exposed edges of concrete members. Q. Form Release Agent: A blend of natural and synthetic chemicals that employs a chemical reaction to provide quick, easy, and clean release of concrete from forms, and equal to Eucoslip, by the Euclid Chemical Company, or Release #1, by The Burke Company. Use a non -staining release agent that leaves the concrete with a paintable surface. PART 3 - EXECUTION 3.01 DESIGN A. CONTRACTOR's Responsibility: The design, engineering, and construction of the formwork. B. Design watertight formwork in accordance with ACI 347 Chapter 1, to withstand the pressure resulting from the placement and vibration of the concrete, and which is sufficiently hard and rigid to resist indentation and scratching while maintaining tolerances, and with maximum deflection between form supports of 1/240 span length. Project 01-1588.04 03100-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3.02 INSTALLATION/ERECTION A. Construction Of Formwork: Construct forms sufficiently strong to withstand the pressure resulting from the placement and vibration of concrete, sufficiently rigid to maintain specified tolerances, and sufficiently tight to prevent loss of mortar. Brace forms against lateral, upward, or downward movement. B. Form Facing Materials: Use form -facing materials that produce a hard uniform texture on the concrete. Do not use facing materials with raised grain, torn surfaces, worn edges, patches, dents, or other defects. Use facing materials with maximum deflection, as reflected in concrete surfaces not in excess of 1/240 of the span between structural members. Prevent formation of ridges, fins, offsets, or similar surface defects of finished concrete. C. Preparation Of Form Surfaces: After each use and prior to placing reinforcing, clean forms of mortar, grout, and other foreign material and apply the form release agent. Do not allow the form release agent to stand in puddles in the forms, to come in contact with hardened concrete against which fresh concrete is to be placed, or with reinforcing steel and items to be embedded. Reuse only forms which maintain a uniform surface texture on exposed concrete surfaces. Apply light sanding between uses to obtain such uniform texture. Plug unused tie rod holes with corks, shave flush, and sandpaper on the concrete surface side. D. Adjustment: Provide positive means of adjustment of shores and struts to take up all settlement during concrete placing. E. Temporary Openings: Provide temporary openings in wall forms to limit the free fall of concrete to a maximum of 6 -feet unless an elephant trunk is used. Locate such openings to facilitate placing and consolidation, and space no more than 8 -feet apart. Provide temporary openings in the bottom of wall and column forms and elsewhere as necessary to facilitate cleaning and observation immediately prior to placing. F. Construction Joints: At construction joints, overlap the contact surfaces of the form sheathing over the hardened concrete by not more than 1 -inch. Hold forms against the hardened concrete to prevent offsets or loss of mortar. G. Chamfers: Provide chamfers where indicated on the Drawings. H. Do not embed any form -tying device or part thereof other than metal in concrete. I. Form all surfaces of concrete members except where placing concrete against ground. Dimensions of concrete members shown on Drawings apply to formed surfaces, except where otherwise indicated. Add at least 2 inches of concrete where concrete is placed against trimmed undisturbed ground in lieu of forms. Limit placement of concrete against ground to footings and then only where ground can be trimmed to required lines and will stand securely without caving or sloughing. J. Runways: Provide smooth and rigid runways (if needed) for moving equipment and concrete. Support runways directly on formwork or on grade and in no case on reinforcing steel or bar supports. K. Form Removal: Project 01-1588.04 03100-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 1. Remove formwork for columns, walls, sides of beams and other parts not supporting the weight of the concrete only after the concrete has hardened sufficiently to resist damage from removal operations. Remove forms and shoring supporting the weight of concrete in beams, slabs and other members only after the concrete has attained its specified 28 day compressive strength. After last concrete is placed, do not remove forms, shoring, and wall bracing before the following minimum periods: a. Sides of footings and encasements: 24 hours. b. Walls not supporting load: 48 hours. c. Vertical sides of beams, girders, and similar members: 48 hours. d. Slabs, beams and girders: 10 days (forms only). e. Shoring for slabs, beams and girders: When concrete reaches specified 28 -day strength. f. Wall bracing: When top or roof slab concrete reaches 2500 psi. 2. Do not remove forms from concrete placed when outside air temperature is below 500 F without first determining if concrete has properly set without regard to time. Do not apply heavy loading on green concrete. L. Frbedded Items: Set anchor bolts and other embedded items accurately and hold securely in position in the forms until the concrete is placed and set. Check all special castings, channels, or other metal parts that are to be embedded in the concrete prior to and again after concreting. Check all nailing, blocks, plugs, and strips necessary for the attachment of trim, finish, and similar work prior to concreting. Coordinate with other trades for items to be embedded in the concrete and not shown on Structural Drawings. M. Pipes and Wall Spools Cast in Concrete: 1. Install wall spools, wall flanges, and wall anchors before placing concrete. Do not weld, tie, or otherwise connect the wall spools to the reinforcing steel. 2. Support pipe and fabricated fittings to be encased in concrete on concrete piers or pedestals. Carry concrete supports to firm foundations so that no settlement will be possible during construction. N. Form Tolerances: Tolerances or allowable variations from dimensions or positions of structural concrete work: a. b. c. d. Sleeves and Inserts Projected ends of anchors Anchor bolt setting Finished concrete, all locations Project 01-1588.04 03100-5 April 2008 Reclaimed Water Distribution System +1/4" to -1/4" +1/4" to -0.0" +1/4"to-1/4" +1/4" to -1/4" in 10 feet of length Village of Key Biscayne 2. Planes or axes from which above tolerances are measured: Sleeves and Inserts Projected ends of anchors Anchor bolt setting Finish concrete Centerline of sleeve or insert Plane perpendicular to end of anchor Centerline of anchor bolt Concrete surface 3. Comply with equipment manufacturer's tolerances if more severe than above. END OF SECTION Project 01-1588.04 03100-6 April 2008 Reclaimed Water Distribution System Village of Key Biscayne SECTION 03200 CONCRETE REINFORCEMENT PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide steel reinforcement for cast -in -place and precast concrete structures. 1.02 RELATED WORK A. Section 03100, Concrete Formwork B. Section 03250, Concrete Accessories C. Section 03300, Cast -In -Place Concrete D. Section 03410, Precast Concrete Structures 1.03 QUALITY ASSURANCE A. Standards: 1. Florida Building Code. 2. ACI 315, Details and Detailing of Concrete Reinforcement. 3. ACI 318, Building Code Requirements for Reinforced Concrete. 4. CRSI Manual of Standard Practice, MSP-1. 5. Local codes and regulations. 1.04 SUBMITTALS A. Submit in accordance with Section 01340, the following: 1. Mill test certificates identifying chemical and physical analyses for each load of reinforcing steel delivered. 2. Bending lists and placing drawings for reinforcement. Indicate openings (mechanical, electrical, equipment), including additional reinforcing at openings and intersecting wall, beam and footing arrangements. Coordinate placing drawings with concrete placing schedule. Submit complete bending lists and placing drawings together for each element of structure (grade slabs, footings, walls, deck, floor or roof slabs), including all dowels and other bars. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 03200-1 Village of Key Biscayne 1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Ship reinforcement with bars of same size and shape fastened in bundles with metal identification tags giving size and mark securely wired on. Label identification tags with same designation as shown on bar lists and shop drawings. B. Store bars off ground. Protect from moisture and keep free from dirt, oil, and injurious contaminants. PART 2 - PRODUCTS 2.01 MATERIALS A. Reinforcing Bars: ASTM A615, Grade 60, deformed bars of a USA manufacture. B. Welded Wire Fabric: ASTM A185, gauges, spacing and dimensions as indicated. C. Metal Bar Supports: CRSI MSP-1, Chapter 3, Class 2, Type B, Stainless Steel Protected Bar Supports, or as otherwise approved by the ENGINEER. Use concrete supports for reinforcement in concrete placed on grade. D. Tie Wire: 16 gauge minimum, black, soft annealed. E. Coupler Splice Devices: Cadweld tension couplers, capable of developing the ultimate strength of the bar as manufactured by Erico Products, Incorporated, Solon, Ohio, or equal. 2.02 FABRICATION A. Do norcommence fabrication until receipt of the shop drawings approval. Fabricate reinforcing steel in accordance with all requirements of the specified standards and within CRSI tolerances, and unless otherwise indicated, with the following: 1. Provide standard hooks. 2. Extend bottom bars a minimum of 6 -inches into supporting members. 3. Provide cover indicated to the outermost stirrup, tie, or bar. 4. Provide splices only where indicated on the Drawings. PART 3 - EXECUTION 3.01 INSTALLATION A. Before placing, clean reinforcement of loose mill scale and rust, dirt and other coatings and contaminants that reduce or destroy bond. Project 01-1588.04 03200-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System B. Supporting Reinforcement: Provide bar supports as required by CRSI MSP-1. Support top and bottom bars in slabs formed on earth on precast concrete block supports except where such bars are properly supported from formwork. Precast concrete block supports are not required in slabs formed on tremie concrete but may be used at the CONTRACTOR's option. C. Placing Reinforcement: Place reinforcing bars and welded wire fabric as indicated on the Drawings and as recommended by CRSI MSP-1 and ACI 315. Securely tie and support reinforcement to prevent displacement during concrete placement. D. Welded Wire Fabric: Splice welded wire fabric such that the overlap between outermost cross wires of each fabric sheet is not less than the spacing of the cross wires, plus 2 -inches. Do not extend fabric through expansion joints or construction joints in slabs on grade except as otherwise indicated. E. Where splices are indicated on the Drawings, splice bars in slabs, beams, and girders according to ACI 315. Unless otherwise shown on Drawings, lap splices in reinforcement not less than 30 bar diameters. Splice horizontal bars in circular structures 40 bar diameters. Provide splices and laps in columns, piers, and struts in a manner sufficient to transfer full stress bond. When splicing bars of different diameters, length of lap is based on larger bar. Stagger splices in adjacent bars. F. Coupler Splice: Unless indicated on the Drawings, provide full positive tension connections. Install such devices in accordance with the recommendations of the manufacturer. G. Dowels: Wire dowels in position prior to placing concrete. H. Field Bending: Do not use heat to bend bars. Do not bend bars after being embedded in concrete. I. Welding: Welding of reinforcing will not be permitted. J. Place reinforcement a minimum of 2 -inches clear of any metal pipe or fitting. K. Unless otherwise shown, install reinforcement with the following clearances for concrete coverage. 1. Beams and Girders 2. Solid Slabs and Joists 3. Columns 4. Walls 5. Grade Beams and Footings 6. Formed Structures in contact with soil or exposed to weather, water, sludge or sewage Project 01-1588.04 03200-3 April 2008 Reclaimed Water Distribution System 2" outside of stirrups or ties 1" cover when there is no exposure to moisture 2" cover when placed against working slab at grade 3" cover when placed against earth 2" outside of ties 1-1/2" on interior face, 2" on exterior face, 2" at water 3" outside of steel, side and bottom, 2" top 2" outside of steel Village of Key Biscayne END OF SECTION Project 01-1588.04 03200-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 03250 CONCRETE ACCESSORIES PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide accessories for cast -in -place concrete. 1.02 RELATED WORK A. Section 03100, Concrete Formwork B. Section 03200, Concrete Reinforcement C. Section 03300, Cast -in -Place Concrete 1.03 SUBMITTALS A. Submit product data and samples in accordance with Section 01340. B. Submit product data on the following items. . Water Stops 2. Tongue and Groove Joint Forms 3. Preformed Expansion Joint Fillers C. Submit samples on the following items: 1. Water Stops 2. Precast Concrete Block Supports for Reinforcing Bars PART 2 - PRODUCTS 2.01 MATERIALS A. Precast Concrete Block Supports For Reinforcing Bars: Comply with ACI 315. Provide blocks with No. 4 dowels bent 90° to support top bars. B. Membrane: 6 -mil polyethylene film. C. Water Stops: Polyvinyl chloride meeting all requirements of U.S. Army Corps of Engineer's Specification CRD-C-572 and equal to Burke Water Stops as manufactured by The Burke Company. Project 01-1588.04 03250-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Provide flat dumbbell type and center bulb type, 9 inches x 3/8 -inch at wall thickness of 12 -inches or greater, and 6 -inches x 3/8 -inch at wall thickness less than 12 -inches. Provide 6 -inch split -ribbed with center bulb type at connections of new concrete structures with existing concrete. Provide water stops as indicated on the Drawings. D. Preformed Expansion Joint Filler: 1. Bituminous type conforming to the requirements of ASTM D 994. 2. Non -extruding type, self -expanding cork, 3/4 -inch thick or as otherwise shown on the Drawings, conforming to the requirements of ASTM D 1752, Type III, and compatible with the specified joint sealant compound. E. Joint Sealant: A multipart, gray, polyurethane sealant meeting U.S. Federal Specification TT -S -00227E (3) Type 1, Class A self -leveling for horizontal joints, and Type II, Class A, non -sag for vertical joints, and recommended by the manufacturer for continuous immersion in water. Provide sealants as manufactured by Products Research and Chemical Corporation, Mameco International, The Burke Company, W.R. Meadows, or equal. F. Tongue And Groove Joint Forms: 24 gauge steel forms complete with steel stakes and splice plates, designed for joints not to receive a poured seal, and equal to Burke Keyed Kold Joint as manufactured by The Burke Company. G. Inserts: Galvanized steel to fit the proposed hanger or support. PART 3 - EXECUTION 3.&1- INSTALLATION - A. Precast Concrete Block Supports for Reinforcing Bars: Provide in sufficient quantity to support reinforcing bars in slabs formed on earth at a spacing not to exceed 4 -feet on centers in both directions. Provide blocks with dowels to support top bars. Block supports are not required in slabs formed on tremie concrete, but may be used at the CONTRACTOR's option. Blocks are not required for reinforcing bars properly supported from formwork. At other locations, refer to ACI 315 and CRSI MSP-1. B. Membrane: Provide polyethylene film under all slabs formed on earth, except for liquid containment structures. Lap membrane sheets 6 -inches in the direction of spreading concrete. Do not puncture film. C. Water Stops: 1. Installation: Protect water stops from dirt, oil, and concrete spatter and rigidly secure in position by means of split bulkheads and by fastening to reinforcing bars in two directions at not more than 12 inches on centers. Install water stops in construction joints in hydraulic structures required to contain liquid or to resist the entry of groundwater. Project 01-1588.04 03250-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 2. Splices: Butt -splice water stops using a thermostatically controlled electric splicing iron as recommended by the manufacturer. D. Expansion Joints: Provide expansion joints of size and at locations as shown on the Drawings. Place expansion joint fillers every 30 feet in straight runs of walkways, at right angle turns and wherever concrete butts into vertical surfaces, unless otherwise shown on the Drawings. E. Joint Sealants: Provide joint sealants where indicated on the Drawings. Prepare surfaces, prime, prepare materials, all in complete compliance with the manufacturer's instructions. END OF SECTION Project 01-1588.04 03250-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 03300 CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide cast -in -place concrete as indicated on the Drawings and specified herein. 1.02 RELATED WORK A. Section 03100, Concrete Form Work B. Section 03200, Concrete Reinforcement C. Section 03250, Concrete Accessories D. Section 03410, Precast Concrete Structures 1.03 QUALITY ASSURANCE A. Standards: 1. Florida Building Code. 2. ACI 301, Specifications for Structural Concrete for Buildings. 3. ACI 318, Building Code Requirements for Reinforced Concrete. 4. Local codes and regulations. B. Plant Qualification: Comply with all requirements of the Check List for Certification of Ready Mixed Concrete Production Facilities of the National Ready Mixed Concrete Association and ASTM C 94. C. Worker Qualification: Workers with at least 5 years experience in performing concrete work of high quality, including forming, color, texture and finishing and of the size and complexity of this project. D. Testing: 1. Provide testing in accordance with Section 01410. Keep the laboratory informed of testing schedule. 2. Obtain standard laboratory compressive test cylinders as required by the laboratory when concrete is discharged from the mixer at the point of placing. Test cylinders will be made and cured by the laboratory in accordance with the requirements of ASTM C 31, including a set of six cylinders for each 50 cubic yards or fraction thereof placed each day, for each type of concrete. The cylinders will be cured under laboratory conditions and will be tested in 2 Project 01-1588.04 03300-1 Village of Key Biscayne April 2008 Reclaimed Water Distribution System groups of three at 7 and 28 days of age, respectively in accordance with the requirements of ASTM C 39. 3. Air entrainment tests will be made by the laboratory when concrete is discharged from the mixer at the point of placing, for each pour or other volume of concrete for which a set of test cylinders is required in accordance with the previous paragraph. The amount of air entrained will be determined by either the pressure method or the volumetric method in accordance with ASTM C231 or ASTM C173, respectively. 4. The laboratory will make slump tests of Class A and Class B concrete as it is discharged from the mixer at the point of placing. Slump tests will be made of every batch of concrete placed, and failure to meet specified slump requirements will be sufficient cause for rejection of that batch. E. Evaluation and Acceptance of Concrete: Evaluation and acceptance of concrete will be in accordance with ACI-318, Chapter 5. 1.04 SUBMITTALS A. Submit the following information in accordance with Section 01340. 1. Plant Qualification: Submit satisfactory evidence indicating compliance with the specified qualification requirements. 2. Materials: Submit satisfactory evidence indicating that materials to be used, including cement, aggregate and admixtures meet the specified requirements. 3. Design Mix: Submit the design mix to be used as prepared by qualified persons. The design of the mix is -The responsibility of the CONTRACTOR subject to the limitations of the Specifications. 4. Submit, at least 24 hours before placing concrete, signed certification providing the following: a. Exact location and portion of structure to be placed. b. Date and time concrete is to be placed. c. Type of concrete to be used (mix), and the method to be used in placing the concrete. d. Estimated quantity of concrete to be placed. e. That line and grade have been checked and grade properly compacted. f. That location, type, size, and spacing of reinforcement has been checked and conform to the Drawings. g. That any water stops, construction joints, or seals have been placed and conform to the Drawings. Project 01-1588.04 03300-2 Village of Key Biscayne April 2008 Reclaimed Water Distribution System h. That any embedded pipes have been placed, are the correct size and type, and conform to the Drawings. i. That any embedded conduits, grounding wires or receptacles have been placed and conform to the Drawings. j. That any embedded anchor bolts, bearing plates, dowels etc. are in place, are of the correct size and are located as indicated on the Drawings. k. That forms are properly located and adequately braced. PART 2 - PRODUCTS 2.01 MATERIALS A. Cement: 1. Domestic Portland cement conforming to the requirements of ASTM C 150 Type I, Type II, or Type III. Construct sanitary sewer manholes, wet wells, pump stations, and structures exposed to sewage with Type II cement. Use Type III cement for high early strength concrete only for special locations and only with the approval of the ENGINEER. Use Type I cement for tremie concrete. Use only one brand of cement in any individual structure unless otherwise approved by the ENGINEER. Do not use cement which has become damaged, partially set, lumpy or caked and discard the entire contents of the sack or container which contains such cement. Do not use salvaged or reclaimed cement. B. Aggregates: 1. ASTM C 33. Coarse aggregates shall be size No. 67, 3/4 -inch to No. 4 or No. 57, 1 -inch to No. 4, as shown on the Drawings, unless otherwise directed by the ENGINEER. Use size No. 8 for filling of cells of masonry units. 2. In addition to requirements of ASTM C 33, apply the following criteria for structures exposed to sewage: a. Soft particles: Not more than 2.0 percent b. Chert as a soft impurity (defined in Table 3 of ASTM C 33): Not more than 1.0 percent c. Total of soft particles and chert as a soft impurity: Not more than 2.0 percent d. Flat and elongated particles (long dimension more than 5 times short dimension): Not more than 15.0 percent C. Water: Potable quality, clean and free from injurious amounts of deleterious materials. Project 01-1588.04 03300-3 Village of Key Biscayne April 2008 Reclaimed Water Distribution System D. Air Entraining Admixture: ASTM C 260. E. Water Reducing and Retarding Admixture: 1. Concrete without Superplasticizer: a. Water Reducing Admixtures: ASTM C494 Type A, equal to Eucon WR-75 by the Euclid Company, Pozzolith 200N by Master Builders, Plastocrete 161 by Sika Chemical Corporation, and containing no calcium chloride. b. Water Reducing and Retarding Admixtures: ASTM C494 Type D, equal to Eucon Retarder -75 by the Euclid Company, Pozzolith 100 XR by Master Builders, Plastiment by Sika Chemical Corporation, and containing no calcium chloride. c. Accelerating Admixtures: ASTM C494 Type C or E, equal to Accelguard 80 by the Euclid Company, Darex Set Accelerator by W.R. Grace, and containing no calcium chloride. 2. Concrete with Superplasticizer: a. Water Reducing, High Range Admixtures: ASTM C494, Type F or G, equal to Eucon 37 by the Euclid Company, Rheobild 716 by Master Builders, Daracem 100 by W.R. Grace, Sikament by Sika Chemical Corporation, and consisting of a second -generation admixture, free of chlorides and alkalis (except for those attributable to water) composed of a synthesized sulfonated complex polymer, enabling the concrete to maintain its rheoplastic state in excess of two hours if necessary. b. Manufacturer's Job Site Representation: Provide the services of a competent field service representative from the manufacturer of each of the admixtures selected for use to provide at the job site advice and consultation on the use of the admixture materials, including the effect on the concrete in place, including recommending maximum discharge time for superplasticizer method and procedure to induce superplasticizer into mixer, quantities of admixtures to be used if variations are required because of temperature/humidity, wind, or other environmental considerations, and to be available on short call at any time requested by the OWNER, CONTRACTOR, or concrete producer. F. Curing Compound: ASTM C 309, Type 1 and Type 1D, Class A and Class B, containing no ingredient which would adversely affect the bond of coatings or toppings. 1. For exposed concrete not to receive special finishes, protective coatings, and/or concrete toppings, provide curing and sealing compound equal to Super Rez- Seal, by Euclid Chemical Co., or Burke Spartan -Cote Cure -Seal Hardener by The Burke Company. 2. For exposed concrete to receive special finishes, protective coatings, and/or concrete toppings, provide curing compound equal to Kurez-DR, by Euclid Chemical Co., or Burke Rez-X Curing Compound by The Burke Company. Project 01-1588.04 03300-4 Village of Key Biscayne April 2008 Reclaimed Water Distribution System G. Mortar for Repair of Concrete: Same materials as used for concrete, except omit coarse aggregate and use not more than one part cement to two and one-half parts sand by damp loose volume. Use no more mixing water than is necessary for handling and placing. H. Burlap Mats: Conform to AASHTO Specification M182. I. Epoxy Bonding Agent: Euco #452, BurkEpoxy MV, Sikadur Hi Mod, Concresive 1001 -LPL, or equal. J. Powdered Epoxy Coating For Anchor Bolts: Powdered epoxy resin as manufactured by the 3M Company, Scotchkote No. 213, Armstrong No. R349, or equal. 2.02 MIXES A. General Requirements: 1. Mix Design: Conform to ACI 318, Section 5.3. Submit data on consecutive tests and standard deviation. 2. Maximum Water -Cement Ratio: .37 (lbs/lb) .45 (lbs/lb) .55 (lbs/lb) .65 (lbs/lb) Concrete with superplasticizer Class A concrete without superplasticizer Class B concrete without superplasticizer Class C concrete without superplasticizer 3. Air Content: 5 percent plus or minus 1.5 percent (Class A and B). 4. Slump: 4 -inches plus or minus 1 -inch for Class A and B without superplasticizer. 7 -inches plus or minus 1 -inch for Class A and B with super -plasticizer. 8 -inches plus or minus 1 -inch for tremie concrete. 5. Minimum Compressive Strength at 28 Days: Tremie, 4000 psi Class A, 4000 psi, structural and precast, water retaining structures Class B, 3000 psi, slabs on grade, pipe supports, concrete fill, curbs, and sidewalks Class C, 2500 -psi thrust blocks and pipe encasement B. Production of Concrete: 1. General: Use ready mixed concrete, batched, mixed and transported in accordance with ASTM C 94, unless otherwise indicated. 2. Air Entraining Admixture: Add admixture into the mixture as a solution measured by means of an approved mechanical dispensing device, and as a part of the total mixing water. 3. Water Reducing and Retarding Admixture: Measure and add water reducing and retarding admixture as recommended by the manufacturer. Complete the addition of the admixture Project 01-1588.04 April 2008 Reclaimed Water Distribution System 03300-5 Village of Key Biscayne within one minute after addition of water to the cement has been completed, or prior to the beginning of the last three-quarters of the required mixing, whichever occurs first. Store, handle, and batch admixtures in accordance with the recommendations of ACI 68. C. Delivery Tickets: Conform to ASTM C94, including cement content and water/cement ratio. Furnish ticket for each batch of ready -mixed concrete delivered to the site. D. Temperatures: Deliver concrete to site at temperature not higher than 90°F, otherwise, add ice to reduce the temperature, as recommended by ACI. E. Modifications To The Mix: Do not make modifications to the mix in the plant or on the job that will decrease the cement content or increase the water -cement ratio beyond that specified. PART 3 - EXECUTION 3.01 PREPARATION A. Preparations Before Placing: Place no concrete until the approval of the ENGINEER has been received. Ensure that forms are thoroughly clean and reinforcing and all other items required to be set in concrete have been placed and thoroughly secured. Notify ENGINEER 24 hours before concrete is placed. B. Conveying: 1. General: Transport concrete from the truck to the place of final deposit as rapidly as practicable by methods that will prevent segregation or loss of ingredients to maintain the quality of the concrete. Place no concrete more than 90 minutes after mixing_has begun for that batch. 2. Buckets and Hoppers: Provide buckets and hoppers having discharge gates with a clear opening equal to no less than one-third of the maximum interior horizontal area or five times the maximum aggregate size being used, and having side slopes no less than 60 degrees. Provide controls on gates to permit opening and closing during the discharge cycle. 3. Runways: Provide runways as specified in Section 03100. Use extreme care to avoid displacement of reinforcement during the placing of concrete. 4. Elephant Trunks: Use hoppers and elephant trunks to prevent the free fall of concrete for more than 6 -feet. 5. Chutes: Provide metal or metal lined chutes having a slope not exceeding one vertical to two horizontal and not less than one vertical to three horizontal. Use chutes more than 20 -feet long and chutes not meeting the slope requirements only if they discharge into a hopper before distribution. 6. Pumping Equipment: If required, provide pumping equipment and procedures conforming to ACI 304.2R, Placing Concrete by Pumping Methods. Measure slump at the point of discharge. Do not allow loss of slump in pumping to exceed 1 1/2 -inches. Project 01-1588.04 03300-6 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 7 Conveying Equipment Construction: Do not use aluminum or aluminum alloy pipe for tremies or pump lines and chutes, except for short lengths at the truck mixer. 8. Cleaning: Clean conveying equipment at the end of each concrete operation. 3.02 APPLICATION A. Placing: 1. General: Deposit concrete continuously, or in layers of such thickness (not exceeding 2 -feet in depth) that no concrete will be deposited on concrete that has hardened sufficiently to cause the formation of seams or planes of weakness. Repair any such seams or planes of weakness with injected epoxy grout and patch to match adjacent surfaces. 2. Supported Elements: Allow at least two hours to elapse after depositing concrete in columns or walls before depositing in beams, girders, or slabs supported thereon. 3. Segregation: Deposit concrete as nearly as practicable in its final position to avoid segregation due to re -handling or flowing. Do not subject the concrete to procedures that cause segregation. 4. Concrete under Water: Place all concrete in the dry except for Tremie concrete. 5. Concrete Fill at Tank Bottom Slab: Where shown on the Drawings, place concrete fill for the tank bottoms within the tolerances described herein and in accordance with the equipment manufacturer's recommendations for the clearance required by the mechanical equipment. Do not operate the mechanical equipment of the tanks as a primary screed for moving the concrete fill, except in the final screeding operation, provided any damage to the equipment is repaired at no additional cost to the OWNER. B. Seals and Tremie Concrete: 1. General: a. Wherever practicable, dewater all foundation excavations and deposit the concrete in the dry. Where conditions are encountered which render it impracticable to dewater the foundation before placing concrete, place a concrete foundation seal as shown on the Drawings. Then dewater the foundation and place the balance of the concrete in the dry. b. Place seal concrete in a manner to ensure satisfactory performance of the seal in providing a watertight excavation for subsequent placing of structural concrete. Repair or replace any seal concrete that subsequently fails to perform properly, as necessary to perform its required function, at no cost to the OWNER. 2. Method of Placing: Deposit concrete under water by means of a tremie, a closed -bottom dump bucket of not less than one cubic yard capacity, or other approved method, in one continuous pour. Do not place concrete in running water. Provide watertight formwork and Project 01-1588.04 April 2008 Reclaimed Water Distribution System 03300-7 Village of Key Biscayne excavation sheeting designed by a Professional Engineer, registered in the State of Florida, for all formwork required to retain concrete under water. 3. Use of Tremie: For depositing concrete under water, use a tremie consisting of a tube having a minimum inside diameter of ten inches, and constructed in sections having tight joints. Do not use aluminum parts in contact with the concrete. Ensure that the discharge end is entirely seated at all times and that the tremie tube is kept full to the bottom of the hopper. When a batch is dumped into the hopper, slightly raise the tremie (but not out of the concrete at the bottom) until the batch discharges to the bottom of the hopper; then stop the flow by lowering the tremie. Support the tremie in such a manner as to permit the free movement of the discharge end over the entire top surface of the work, and to permit it being lowered rapidly when necessary to choke off or retard the flow. Do not interrupt concrete flow until the work is completed. Use special care to maintain still water at the point of deposit. 4. Use of Bottom -dump Bucket: When the concrete is placed by means of a bottom -dump bucket, lower the bucket gradually and carefully until it rests upon the concrete already placed. Then raise the bucket very slowly during the discharge travel; the intent being to maintain, as nearly as possible, still water at the point of discharge and to avoid agitating the mixture. Aluminum buckets will not be permitted. 5. Time of Beginning Pumping: Do not start pumping to dewater a sealed cofferdam until the seal has set sufficiently to withstand the hydrostatic pressure, and in no case earlier than 72 hours after placement of the concrete. C. Consolidating Concrete: 1. General: Consolidate concrete by means of internal vibrators operated by competent workers. Vibrator -s:— Jse-vibrators-having a -minimum ead^diameter of at Yeast 2 -inches, a minimum centrifugal force of 700 -pounds and a minimum frequency of 8,000 vibrations per second. 3. Vibrators for Confined Areas: In confined areas, use additional vibrators having a minimum head diameter of 1 1/2 -inches, a minimum centrifugal force of 300 -pounds and a minimum frequency of 9,000 vibrations per second. 4. Spare Vibrator: Keep one spare vibrator for each three in use on the site during all concrete placing operations. 5. Use of Vibrators: Insert and withdraw vibrators at points approximately 18 -inches apart. At each insertion, operate vibrator for 5 to 15 seconds. Do not transport concrete in the forms by means of vibrators. D. Protection: Do not allow rainwater to increase the mixing water or to damage the surface finish. Protect concrete from construction overloads and do not apply design loads until the specified strength has been attained. E. Construction Joints: Except as otherwise indicated on the Drawings, provide horizontal construction joints at top of foundation members and slabs on grade and at the soffit of supported slabs and beams. Locate other horizontal and vertical construction joints as indicated on the Drawings. Except in the Project 01-1588.04 April 2008 Reclaimed Water Distribution System 03300-8 Village of Key Biscayne locations shown, provide no other joints, unless otherwise recommended by the CONTRACTOR and approved by the ENGINEER. F. Bonding: Before depositing new concrete on or against concrete that has set, thoroughly clean the surfaces of the set concrete to expose the coarse aggregate and to ensure they are free of laitance, coatings, foreign matter, and loose particles. Retighten forms. Dampen, but do not saturate hardened concrete of joints and then thoroughly cover with a coat of cement grout of similar proportions to the mortar in the concrete. Place the grout as thick as possible on vertical surfaces and at least I/2 -inch thick on horizontal surfaces. Place the fresh concrete before the grout has attained its initial set. G. Embedded Items: In addition to steel reinforcement, securely place pipes, inserts and other metal objects as shown, specified or ordered to be built into, set in, or attached to the concrete. Take all necessary precautions to prevent these objects from being displaced, broken, or deformed. Before concrete is placed, take care to determine that all embedded parts are firmly and securely fastened in place as indicated. Thoroughly clean surfaces free from paint and other coating, rust, scale, oil, and any foreign matter. Pressure test embedded pipes for leakage, as specified elsewhere, before concrete is placed. Wrap metal rainwater leaders, firelines and other such piping with at least two thicknesses of 30 lb. roofing felt before placing concrete. Do not embed wood in concrete. Pack concrete tightly around pipes and other metalwork to prevent leakage and to secure perfect adhesion. Adequately protect drains from intrusion of concrete. H. Bonding To Existing Surfaces: Clean existing concrete surfaces that are to have new concrete bonded thereto of all grease, oil, dust, dirt and loose particles and coat with an epoxy -bonding agent just prior to placing of the new concrete. Apply the bonding agent as recommended by the manufacturer and allow the agent to become tacky before the new concrete is placed. Do not allow the bonding agent to c,rlap or be spilled on the surfaces to be exposed after the work is completed. 3.03 FORM REMOVAL A. Maintain formwork in place for the following structural conditions until the concrete has attained the minimum percentage of indicated design compressive strength or for the period specified in the following table. Note: Times in the table include all days except those in which the temperature falls below 40 degrees F. Structural Member or Condition Cantilevers Over 20 feet between supports Stairways Normal Strength Concrete 12 days 7 days 12 days 7 days I0 days 5 days Normal High -Early Strength Concrete Minimum Compressive Strength for Form Removal (% Design Strength) 90 90 80 Project 01-1588.04 03300-9 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Floor slabs 5 days Free standing walls, column and piers Walls, piers, columns, sides of beams, footings, slabs on grade, and vertical surfaces Front face form of curbs 5 days 24-48 hours 6-24 hours 3.04 CONCRETE FINISHINGS A. Repair of Surface Defects: 3 days 70 3 days 70 12-24 hours 70 6 hours 70 1. General: Repair surface defects, including tie holes immediately after form removal. Dampen the area to be patched and an area at least 6 -inches wide surrounding it to prevent absorption of water from the patching mortar. Notify the ENGINEER prior to commencing operations. 2. Removal of Defective Concrete: Remove all honeycombed and other defective concrete down to sound concrete. Cut edges perpendicular to the surface or slightly under cut. Sand blast surfaces to receive repair. 3. Bonding -Grout: Thoroughly -dampen- surfaces to be patched and appry a coat of bonding grout consisting of one part cement to one part fine sand passing a No. 30 sieve and having the consistency of thick cream. 4. Placing Patching Mortar: After the bonding grout begins to lose its water sheen, apply a premixed patching mortar, thoroughly consolidating it into place, and striking it off to leave the patch slightly higher than the surrounding surface. Leave mortar undisturbed for one hour to permit initial shrinkage and then finally finish. 5. Tie Holes: After being cleaned and thoroughly dampened, fill the tie holes solid with patching mortar. B. Concrete Finishes: I . Formed Surfaces: After removal of forms, chip off all irregular projections, grind flush with adjacent surfaces, and finish concrete surfaces in accordance with the following schedule: Finish Designation Area Applied F-1 Exterior walls below grade not exposed to water: Project 01-1588.04 03300-10 Village of Key Biscayne April 2008 Reclaimed Water Distribution System Repair defective concrete, fill depressions deeper than 1/2 -inch, and fill tie holes. F-2 Exterior and interior walls exposed to water: Repair defective concrete, remove fins, fill depressions 1/4 -inch or deeper, and fill tie holes. F-3 Walls of structures of buildings exposed to view and underside of formed floors or slabs: In addition to Finish F-2, fill depressions and air holes with mortar. Dampen surfaces and then spread slurry consisting of one part cement and one and one-half parts sand by damp loose volume on the surface with clean burlap pads or sponge rubber floats. Remove any surplus by scraping and then rubbing with clean burlap. F-4 Tops of walls, beams, and similar unformed surfaces occurring adjacent to formed surfaces: Strike smooth after concrete is placed and float to a texture reasonably consistent with that of formed surfaces. 2. Slab Surfaces: a. General: After concrete has been consolidated, finish all concrete slabs with a floated finish. After floating, trowel finish all concrete slabs, except for areas to receive roofing, insulation, tile or topping, and immediately light broom finish. Where a finish is not indicated, provide a troweled finish. Finish Designation Area Applied S-1 Slabs and floors not water bearing: Smooth steel trowel finish. S-2 Slabs and floors that are water bearing and slab surfaces on which mechanical equipment moves: Steel trowel finish free from trowel marks and all irregularities. S-3 Slabs, floors and stair treads of structures or buildings exposed to view: Steel trowel finish without local depressions or high points and apply a light hair -broom finish. Do not use stiff bristle brooms or brushes. Leave hair -broom lines parallel to the direction of slab drainage. S-4 Slabs and floors at slopes greater than 10%: Steel trowel finish without local depressions or high points. Apply a stiff bristle broom finish. Leave broom lines parallel to the direction of slope drainage. Project 01-1588.04 03300-11 Village of Key Biscayne April 2008 Reclaimed Water Distribution System S-5 Exposed edges of slabs, floors, and tops of walls: Finish with a 1/4 -inch radius edge if a chamfer is not indicated. b. Floated Finish: After concrete has been placed, consolidated, struck off, and leveled, do not work the surface further until water sheen has disappeared and the surface has hardened sufficiently to permit floating. During the first floating, check the planeness of the slab with a 10 -foot straightedge applied at no less than two angles. Cut down all high spots and fill all low spots to produce a surface having the required tolerance. Then re -float the slab to a uniform sandy texture. c. Light Broomed Finish: After floating, power trowel slabs to receive a light-broomed finish to produce a smooth surface, relatively free of defects. Before the surface sets, pass a soft broom drag over the surface to produce a surface uniform in texture and appearance. d. Troweled Finish: After floating, power trowel slabs to receive a troweled finish to produce a smooth surface, relatively free of defects. Hand trowel after the surface has hardened sufficiently. When a ringing sound is produced as the trowel is moved over the surfaces, perform final troweling by hand to produce a surface which is thoroughly consolidated, free from trowel marks, uniform in texture and appearance and plane to a tolerance of 1/8 inch in 10 feet as determined by a 10 -foot straightedge placed anywhere on the slab in any direction. e. Hardener Finish: Where indicated to receive a troweled hardener finish, water cure slabs without application of curing and sealing agent. When slab is at least 28 days old and thoroughly dry, apply the hardener in accordance with the manufacturer's recommendations. Where dry -shake hardener or slip -resistant finish is required, apply the hardener or slip -resistant product prior to complete curing and finishing, in accordance with the requirements and recommendation of the product manufacturer. f. Saw Cut Joints: Cut joints that are to be saw cut not sooner than 2 hours after the concrete is poured and not later than 8 hours after the pour. 3.05 PROTECTING A. Curing: 1. Immediately after surface defects have been repaired, apply a spray coat of curing compound to all exposed surfaces, including slabs, walls, beams and columns in accordance with the manufacturer's recommendations. Protect exposed steel keyways and other embedded items from the curing compound. Water cure, as specified in paragraph B hereunder, all concrete surfaces that are to be exposed to wastewater, surfaces that are to be coated with a coal tar epoxy system, and concrete floors requiring a bond for special finishes. 2. Do not apply curing compound during periods of rainfall. Should the film become damaged from any cause within the required curing period, immediately repair the damaged portions with additional compound. Upon removal of forms, immediately coat the newly exposed surfaces to provide a curing treatment equal to that provided for the surface. Project 01-1588.04 03300-12 Village of Key Biscayne April 2008 Reclaimed Water Distribution System 3. Curing and Sealing Compound: Use clear compound conforming to Federal Specification TT -C --800A, 30% solids content minimum, having test data from an independent laboratory indicating a maximum moisture loss of 0.030 grams per sq. cm. when applied at a coverage rate of 300 sq. ft. per gallon, and equal to Super Floor Coat or Super Pliocure by The Euclid Chemical Company or Masterseal 66 by Master Builders. Furnish manufacturer's certification as required. 4. Apply specified clear curing and sealing compound to all horizontal areas so noted on the Drawings or in the Specifications. Apply immediately after final finishing. Apply this compound to non-structural construction joints of slabs on grade to act as a bond breaker prior to placement of adjacent concrete. B. Water Curing Method: Cure all concrete that is to be water cured by either the wet burlap method, by continuous fogging or by covering with waterproof sheet. 1. Wet Burlap Method: Cover concrete surface with a double thickness of burlap, cotton mats, or other approved material, kept thoroughly saturated with water. Keep the forms wet until removed and upon removal, start the curing specified herein immediately. Cure the concrete for a period of 7 days for normal Portland cement or 4 days for high early strength cement. Do not submerge concrete poured in the dry until it has attained sufficient strength to adequately sustain the stress involved and do not subject it to flowing water across its surface until it has cured 4 days. 2. Continuous Fogging: Perform continuous fogging by fogging with a nozzle that so atomizes the flow of water that a mist, and not a spray, is formed. Fog the concrete surface regularly without allowing any part of the surface to become dry. Take all necessary precautions to prevent erosion of the concrete surface by the water. 3 Covering With Waterproof Sheet: Keep the entire area to be cured continuously wet by fogging, as specified in the fogging paragraph above, for at least 18 hours and then immediately cover with waterproofing curing sheet conforming to ASTM C171, waterproof paper, and polyethylene film, free of holes or tears. Keep sheet fully flat, without wrinkles or air bubbles, held down tautly at all edges. Do not use this method on slabs that will be exposed to view. END OF SECTION Project 01-1588.04 03300-13 Village of Key Biscayne April 2008 Reclaimed Water Distribution System SECTION 03600 GROUT PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide all labor, materials, tools, and equipment and perform all grouting as specified hereinafter and indicated on the Drawings. 1.02 RELATED WORK A. Section 03300, Cast -In -Place Concrete B. Section 03410, Precast Concrete Structures 1.03 SUBMITTALS A. Submit manufacturer's literature for review on the following items: 1. Non -shrink grout data including grout properties, mixing, surface preparation and installation instructions. 1.04 . LLIVERY AND STORAGE A. Deliver and store grouting materials in unbroken containers with seals and labels intact as packaged by the manufacturer. PART 2 - PRODUCTS 2.01 MATERIALS A. Non -shrink, Nonmetallic Grout: The Burke Company's Non -Ferrous, Non -Shrink Grout, Sauereisen F-100 Level Fill, Master Builders Masterflow 713, Euclid NS Grout, or equal pre -mixed type. B. Non -shrink Metallic Grout: The Burke Company's Metallic Spec Grout, Master Builders Embeco 636 Grout pre -mixed type, or equal. C. Epoxy Grout: Sikadur 42 Grout -Pak, or equal, for grouting sleeves for anchor bolts, etc. Project 01-1588.04 April 2008 Reclaimed Water Distribution System 03600-1 Village of Key Biscayne PART 3 - EXECUTION 3.01 PREPARATION A. Clean all bonding surfaces of dust and oil. 3.02 INSTALLATION A. Non -shrink Grout: 1. Use non -shrink, nonmetallic grout for grouting precast concrete wall panel connections, column base plates, anchor bolts, reinforcing bars, pipe sleeves, machinery supports and pump base plates. Use epoxy grout for anchor bolts, etc., where indicated on the Drawings. 2. Mix and place non -shrink grout as recommended by the manufacturer. 3. Mix grout as close to the work area as possible and transport quickly to its final position in a manner that will not permit segregation of materials. 4. Cure non -shrink grout with water -saturated burlap for at least three days or with an application of Super Rez Seal cure and seal compound applied immediately after grout placement. 5. Do not operate machinery set on grout pads until the grout has cured for at least 24 hours. END OF SECTION Project 01-1588.04 April 2008 Reclaimed Water Distribution System 03600-2 Village of Key Biscayne EXHIBIT A Chapter 17 NOISE* *Editor's note: Ord. No. 2005-18, §§ 2, 3, adopted Nov. 22, 2005, repealed §§ 17-1--17-7 in their entirety and supplied provisions for new §§ 17-1--17-7 to read as set out herein. Former §§ 17-1--17-7 pertained to similar subject matter. For a complete history of former §§ 17-1--17-7 see the Code Comparative Table. Sec. 17-1. Definitions. Sec. 17-2. Prohibited noise disturbances. Sec. 17-3. Noises exceeding established decibel levels. Sec. 17-4. Exemptions. Sec. 17-5. Permits for special events. Sec. 17-6. Enforcement. Sec. 17-7. Penalties. Sec. 17-8. Burglar alarms. Sec. 17-1. Definitions. The following words, terms and phrases when used in this chapter shall have the meaning ascribed to them in this section, except where the context clearly indicates a different meaning: Construction. Any site preparation, assembly, erection, substantial repair, alteration, demolition or similar action, on public or private rights -of -way, structures, utilities or property. Emergency. Any occurrence or set of circumstances involving actual or imminent physical trauma or property ‘i image demanding immediate attention, including, but not limited to, the declaration by the government of a Tropical Storm Warning, Tropical Storm Watch, Hurricane Warning, or Hurricane Watch for the Village of Key Biscayne, including that period of time after such event where essential public services including, but not limited to, utilities, are unavailable. Holidays. New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Columbus Day, Washington's Birthday (the third Monday in February), Martin Luther King, Jr. Birthday (the third Monday in January), Thanksgiving Day, and Christmas Day. Leaf Blower. Any device used, designed or operated to produce a current of air by fuel, electricity or other means to push, propel or blow lawn, tree or plant cuttings, refuse or debris. Motor Vehicle. A two or more wheel vehicle, or machine, propelled or drawn by mechanical power, gas or diesel, and used on the public roads and highways in the transportation of people or property. Motorboat. Any vessel equipped with machinery for propulsion, irrespective of whether the propulsion machinery is in actual operation. Noise Disturbance. Any sound in quantities or at levels which are or may be potentially harmful or injurious to human health or welfare, or which unnecessarily interferes with the enjoyment of life or property, including outdoor recreation, of a reasonable person with normal sensitivities. Any sound generated by activities described in section 17-2, outside the permitted hours, shall be deemed a Noise Disturbance. Noise Receptor Site. An area, parcel, building, structure, hotel room or unit, or dwelling unit which is the recipient of noise emanating from another area, parcel, building, structure, hotel room or unit, or dwelling unit. Plainly Audible. A noise which is unreasonably loud, raucous or jarring. Special Event. Activities or events approved by the Village pursuant to subsections 17-4(12) and 30- 102(e) of the Village Code. Sound Level Meter. An instrument which includes a microphone, amplifier, RMS detector, integrator or time averager, output meter and A -Weighted sound level network with fast and slow integrating time constants, used to measure sound pressure levels. The sound level meter should be capable of measuring the A -Weighted equivalent sound level (Leq) and maximum sound levels, and shall have data logging capabilities. The meter shall be a Type 1 sound level meter as defined by ANSI Standard S1.4-1983 (R2001), Specifications for Sound Level Meters. Vessel. A boat as referenced in Section 1(b), Art. VII of the Florida Constitution and includes every description of watercraft, barge and air boat, other than a seaplane on the water, used or capable of being used as a means of transportation on the water. (Ord. No. 2005-18, § 3, 11-22-05) Sec. 17-2. Prohibited noise disturbances. This section shall be applicable to all property within the Village limits, except properties designated within Hotel Resort (HR), Planned Unit Development (PUD), or Private Club (PC) zoning districts, which shall be governed solely by Section 17-3. Except as otherwise provided herein, it shall be unlawful for any person to make, continue or cause to be made or continued any Noise Disturbance. The following activities are declared to be a Noise Disturbance and shall constitute a violation of this chapter: (1) Horns, signaling devices, etc. The sounding of any horn or signaling device on any Motor Vehicle or Motorboat, except as a danger warning or the creation by means of any such signaling device of any Plainly Audible sound or the sounding of any such device for any unnecessary and unreasonable period of time. (2) Sound amplifying equipment and musical instruments. The using, operating, playing, or permitting to be played, used or operated any radio, television, phonograph, musical instrument, loudspeaker, loudspeaker system, sound amplifier, or other machine or device for the producing or reproducing of sound so as to disturb the peace, quiet and comfort of the neighboring inhabitants, or at any time with louder volume than is necessary for convenient hearing for the person or persons who are in the room, Motor \'=hicle, Motorboat or area in which such machine or device is operated and who are voluntary listeners thereto, or the operation of any such radio, television, phonograph, musical instrument, loudspeaker, loudspeaker system, sound amplifier, or other machine or device outside the following permitted- hours-: a. 7:00 a.m. to 11:00 p.m. on Monday, Tuesday, Wednesday, and Thursday; b. 7:00 a.m. to 12:00 a.m. on Friday; c. 8:00 a.m. to 12:00 a.m. on Saturday and Holidays; d. 8:00 a.m. to 11:00 p.m. on Sunday, in such a manner as to be Plainly Audible at a distance of 100 feet from the building, structure, Motor Vehicle, Motorboat or area in which it is located. (3) Set up and breakdown of certain events. The creation of any Plainly Audible noise during the setting up and breaking down of parties, shows, exhibitions and events or any other gathering outside the permitted hours in subsection (2) above. (4) Animals, pets, birds, etc. The owning, possessing or harboring of any animal, pet or bird which causes frequent or continued noise which is Plainly Audible from any property or residential dwelling unit other than the property or residential dwelling unit where the animal, pet, or bird is located. (5) Exhausts. The discharge into the open air of the exhaust of any engine; stationary internal combustion engine (including power generators), Motor Vehicle or Motorboat engine, except through a muffler or other device which will effectively prevent loud or explosive noises therefrom. (6) Idling of engines. The idling of any internal combustion engine outside the permitted hours in subsection (9) below. (7) Construction. The creation of any Plainly Audible sound in connection with Construction outside the following permitted hours: a. 7:00 a.m. to 6:30 p.m. on Monday, Tuesday, Wednesday, Thursday and Friday. (8) Firearms or explosives. The use or firing of any explosives, firearms or similar devices, except in an Emergency, or using or firing firecrackers, skyrockets or the like unless approved in advance by the Village Manager in accordance with the procedures set forth in section 17-5. (9) Loading or unloading. The creation of any Plainly Audible sound in connection with the loading, unloading, opening, closing or other handling of boxes, crates, containers, refuse cans or other objects outside the following permitted hours: a. 7:00 a.m. to 6:30 p.m. on Monday, Tuesday, Wednesday, Thursday and Friday; b. 8:00 a.m. to 6:30 p.m. on Saturday, Sunday and Holidays. (10) Commercial maintenance equipment. The commercial operation of maintenance equipment (including but not limited to pressure cleaners, blowers, sweepers or vacuums) which creates a Plainly Audible sound within 100 feet of any residential area outside the following permitted hours: a. 7:00 a.m. to 6:30 p.m. on Monday, Tuesday, Wednesday, Thursday and Friday. (11) Power tools and landscaping equipment. The operation of noise -producing lawn mowers, lawn edgers, weed trimmers, chippers, Leaf Blowers, chain saws, power tools and other noise -producing tools outside the following permitted hours: a. 8:00 a.m. to 6:30 p.m. on Monday, Tuesday, Wednesday, Thursday and Friday; b. 10:00 a.m. to 6:30 p.m. on Saturday, Sunday, and Holidays only for non-commercial operation of noise producing tools. (12) Defect in or condition of motor vehicle, vessel or motorboat. The use of any Motor Vehicle, Vessel, or Motorboat so out of repair, maintained in such condition or loaded in such a manner as to create a Plainly Audible grating, grinding, rattling or other sound. This prohibition also precludes the use of sail cables and riggings in a manner which creates a Plainly Audible sound. (13) Hawkers/peddlers. The shouting and crying of peddlers, hawkers, and vendors. (14) Schools, courts, hospitals, places of religious worship. The creation of any noise on any street or place adjacent to any school, court, hospital or place of religious worship, while the same are in use, which unreasonably interferes with the operation of such institution or which disturbs or unduly annoys the persons within such institutions, excluding those located in single family districts and single family and twe- ' mily districts. (15) Aircraft. The use of any mechanical loudspeakers or amplifiers in any moving airplane or any other kind of aircraft, over any part of the Village, for advertising or other purposes. (16) Open air concerts, musical broadcasts, etc. The playing, broadcasting or transmitting of music in such a manner as would reasonably be calculated to attract a crowd or cause persons to congregate in or on any open space, lot, yard, park, sidewalk or street, or to permit the same to occur on or from any property owned, leased or occupied by said person(s). (17) Leaf blowers. The use or operation of any Leaf Blower unless said machine has a stamp from the manufacturer or testing laboratory certifying a rating of no more than 65 decibels. From and after May 24, 2006, the use and operation of any Leaf Blower unless said machine has a stamp from the manufacturer certifying a rating of no more than 65 decibels and incorporates the best available technology for the reduction of noise. (18) Fixed mechanical equipment. The creation of a Plainly Audible sound from the use, operation, or maintenance of fixed mechanical equipment, including but not limited to swimming pool filtration system pumps and air conditioning or ventilation systems. (19) False burglar alarms. False Burglar Alarms as defined in section 17-8. (Ord. No. 2005-18, § 3, 11-22-05) Sec. 17-3. Noises exceeding established decibel levels. Section 17-3 shall be applicable to all property within the Hotel Resort (HR), Planned Unit Development (PUD), or Private Club (PC) zoning districts. Except as otherwise provided, the generation of any sound in excess of the permitted decibel level established herein shall be deemed a violation of this chapter. (1) Permitted decibel level. The permitted decibel level for noise which emanates from indoor or outdoor activities or outdoor operations (including those conducted from a tent or any other partial enclosure) as measured outdoors at the property line of the Noise Receptor Site which is closest to the site from which the noise emanates, shall at all times be no more than 65 decibels as measured with a calibrated Sound Level Meter. Except as otherwise permitted below, any noise exceeding 65 dBA shall constitute a violation of this chapter. (2) Exceptions. The following activities are permitted to exceed the permitted decibel level only during the hours expressly identified in this section. a. Set up and breakdown of certain events. The creation of noise in excess of the permitted decibel level during the setting up and breaking down of parties, shows, exhibitions and events or any other gathering during the following hours: (i) 7:00 a.m. to 11:00 p.m. on Monday, Tuesday, Wednesday, and Thursday; (ii) 7:00 a.m. to 12:00 a.m. on Friday; (iii) 8:00 a.m. to 12:00 a.m. on Saturday and Holidays; (iv) 8:00 a.m. to 11:00 p.m. on Sunday. b. Construction. The creation of noise in excess of the permitted decibel level in connection with Construction during the following hours: (i) 7:00 a.m. to 6:30 p.m. on Monday, Tuesday, Wednesday, Thursday and Friday. c. Loading or unloading. The creation of noise in excess of the permitted decibel level in connection with the loading, unloading, opening, closing or other handling of boxes, crates, containers, refuse cans or other objects during the following hours: (i) 7:00 a.m. to 7:00 p.m. on Monday, Tuesday, Wednesday, Thursday and Friday; (ii) 8:00 a.m. to 7:00 p.m. on Saturday, Sunday and Holidays. d. Commercial maintenance equipment. The commercial operation of maintenance equipment (including but not limited to pressure cleaners, blowers, sweepers or vacuums) in excess of the permitted decibel level during the following hours: (i) 7:00 a.m. to 6:30 p.m. on Monday, Tuesday, Wednesday, Thursday, and Friday. e. Power tools and landscaping equipment. The operation of noise- producing lawn mowers, lawn edgers. IA eed trimmers, chippers, Leaf Blowers, chain saws, power tools and other noise -producing tools in excess of the permitted decibel level during the following hours: (i) 8:00 a.m. to 6:30 p.m. on Monday, Tuesday, Wednesday, Thursday and Friday. f. Idling of engines. -The-idling of any internal --combustion- engine- in -excess of the perm -fitted decibel level: a. If conducted during the following permitted hours: (i) 7:00 a.m. to 7:00 p.m. on Monday, Tuesday, Wednesday, Thursday and Friday; (ii) 8:00 a.m. to 7:00 p.m. on Saturday, Sunday and Holidays; or b. After 7:00 p.m. and until 11:00 p.m. during the loading and unloading of items from a refrigerated vehicle for a period of less than 15 minutes; or c. At anytime outside the permitted hours during the loading and unloading of passengers from a vehicle for a period of less than 15 minutes. g. Testing of generators. The creation of noise in excess of the permitted decibel level in connection with the routine testing of a generator for a period not to exceed 15 minutes during the following hours: (i) 12:00 p.m. to 3:00 p.m., on Monday, Tuesday, Wednesday, Thursday and Friday. (Ord. No. 2005-18, § 3, 11-22-05) Sec. 17-4. Exemptions. The terms and prohibitions of this chapter shall not be applied to or enforced against: (1) Any Motor Vehicle, Motorboat or other Vessel or vehicle of the Village, the County, the State or licensed public utility vehicle within the Village while engaged in necessary public business. (2) Excavation or repairs of bridges, streets, highways, street lights or utilities, by or on behalf of the Village, the County, or the State, or performance of such work during the night if the public welfare and convenience renders it impossible to perform such work during the day. (3) The construction of public improvement projects of the Village, including, but not limited to, beach renourishment projects, but solely to the extent authorized by and subject to the conditions set by resolution of the Village Council, as adopted after a public hearing. Any violation of the conditions of the resolution shall cause a waiver of the exemption and shall constitute a violation of this chapter (4) The construction of public school improvements as a project of the School Board of Miami -Dade County, Florida (the "School Board"), including, but not limited to, the improvement of existing schools or construction of new schools, but solely to the extent authorized by and subject to the conditions set by resolution of the Village Council, as adopted after a public hearing. Any violation of the conditions of the resolution shall cause a waiver of the exemption and shall constitute a violation of this chapter. (5) A reasonable use of amplifiers or loudspeakers in the course of public addresses or gatherings which are noncommercial in character. (6) Holiday celebrations held on July 4 and December 31 to January 1, except that this exemption shall not apply and an authorized Village employee may enforce the provisions of section 17-7 if the celebration is injurious to human health or welfare. Holiday celebrations held on Holidays other than July 4, and December 31 to January 1, shall also be exempt, but solely to the extent authorized by and subject to the conditions set by resolution of the Village Council, as adopted after a public hearing: a. If conducted for social, noncommercial purposes at private residences or within common areas of multifamily properties; and/or b. If conducted at restaurants or hotels. Any violation of the conditions of the resolution shall cause a waiver of the exemption and shall constitute a violation of this chapter. (7) Noise produced from lawful governmental activities at parcels located in GU or PROS zoning districts. (8) Any audible warning signals or sounds created, emanated or generated by any vehicle, mechanical or electrical devise, the operation of which is mandated by any federal, state, or local law. (9) Any noise generated for the purpose of alerting persons to the existence of an Emergency, or any noise generated during or in preparation for an Emergency, to prevent imminent harm to life or property, so long ^ it is the minimal amount of noise necessary to address the Emergency, and the owner, tenant, or authorized representative of the applicable property provides advance notice to the Village Police Department prior to the commencement of such noise generation. (10) Any Noise Disturbance or noise exceeding the limitations in section 17-3 which exists for a period of less than one continuous minute shall not constitute a violation of this chapter unless such noise is purposely interrupted, before again resuming, in an effort to circumvent the prohibitions of this chapter. (11) Any incidental display of fireworks as part of a permissible activity or event on properties within the Hotel Resort (HR), Planned Unit Development (PUD), or Private Club (PC) zoning districts, so long as the total amount of time of the display does not exceed two minutes. (12) Any indoor or outdoor activity, event, gathering, party, or other attended entertainment or celebration which will likely create a Noise Disturbance under section 17-2 or constitute a violation under section 17-3 may be permitted upon the prior approval of the Village in accordance with the procedures set forth in section 17-5. (Ord. No. 2005-18, § 3, 11-22-05) Sec. 17-5. Permits for special events. The following provisions set forth the procedures for obtaining approvals pursuant to subsections 17-4 (12), and 30-102(e) of the Village Code. Upon written application to the Village, submitted a minimum of 20 days prior to the proposed activity or event, the prohibitions or hour restrictions contained herein may be modified subject to such conditions as the Village may impose. Permit applications for activities or events located within the Hotel Resort (HR), Planned Unit Development (PUD), or Private Club (PC) zoning districts which will likely constitute a violation pursuant to section 17-3 shall be reviewed and may be approved by the Village Council at a public hearing. All other permit applications shall be reviewed and may be approved by the Village Manager. The decision of the Village shall be final and not subject to appeal. (1) Permit application information. Except as provided herein, the permit applicant shall be the owner enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners. Shareholders, employees, members, and agents who are active in management of an entity. 6. Based on information and belief, the statement which I have marked below is true in relations to the entity submitting this sworn statement. (Indicate which statement applies). q Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. q The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. q The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida , Division of Administrative Hearings and the final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list (attach a copy of the final order). I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIEII IN PARAGRAPH 1 ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. 1 ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM. Signature EXHIBIT C Village of Key Biscayne 88 W. McIntyre Street Key Biscayne, Florida 33149 Date Re: Village of Key Biscayne Reclaimed Water Distribution System Dear Resident: This letter is to inform you that construction work crews from will be working in your area starting on . We employed this Contractor to construct new reclaimed water distribution system. The purpose of the work is to improve the infrastructure within our neighborhoods. Dui nig construction, traffic flow and access will be affected. All effort will be taken to minimize disruptions to and impacts on area residents. Should you have any questions regarding this project, you may contact Mr. Jose Lopez, P.E. at 305-365-7581 or at jlopez@keybiscayne.Fl.gov. Your cooperation in helping us carry out this work is greatly appreciated. EXHIBIT D Date: $ APPLICATION FOR PAYMENT NO. Project No. To: (OWNER) From: (CONTRACTOR) Contract for: For Work accomplished through the date of: , 19 SUMMARY OF CONTRACT AMOUNTS 1. Original Contract Price: .................. 2. Change Orders No. through:......... ...... 3. Contract Price with all approve Change Orders: 4. Work completed to date: ...... 5. Less (10%) Retainage: ...................................... 6. Amount due to date: ... ......... 7. Less previous payments (or applications): .................. $ 8. AMOUNT DUE THIS APPLICATION: $ Note: This application must be accompanied with the Certification of Contractor Form and worksheet for completed items as shown on page 00800-10. Accompanying Documentation: Payment of the above AMOUNT DUE THIS APPLICATION is recommended. Dated: , 19 By: Project Manager Project: Owner's Contract No.: For work accomplished through the date of: Change Order No. 1: Change Order No. 2: PROJECT TOTAL: APPLICATION FOR PAYMENT NO. Contractor's Schedule of Completed Work Items Description v Engineer's Project No.: ,20 ' ORIGINAL WORK QUANTITIES WO COMPLETED Sheet of Unit Price CERTIFICATION OF CONTRACTOR According to the best of my knowledge and belief, I certify that all items and amounts shown on Application for Payment No. are correct, that all work has been performed and/or materials supplied in full accordance with the terms and conditions of this Contract, dated , 20 , between (Owner) and (Contractor); I further certify that all just and lawful bills against the undersigned and his subcontractors and suppliers for labor, material and equipment employed in the performance of this Contract have been paid in full accordance with their terms and conditions; that all taxes imposed by Chapter 212, Florida Statutes (Sales and Use Tax Act), as amended, have been paid and discharged; and that there are no Vendor's, Mechanic's or other Liens or rights to liens or conditional sales contracts which should be satisfied or discharged before such payment is made. Date: Contractor: STATE OF FLORIDA) ss COUNTY OF ) Personally appeared before me this day of , 20 , - known (or made known) to me as the (Owner) (Partner)(Corporate Officer)- Give Title of Contractor(s), who subscribed and swore to the above instrument in my presence. Notary Public - (Type Name) State of Florida -at -Large My Commission Expires: The Contractor shall execute this Certificate and attach it to each Application For Payment. AFFIDAVIT STATE OF FLORIDA) ss COUNTY OF ) Before me, the undersigned authority, authorized to administer oaths and take acknowledgements, personally appeared , who, after being first duly swom, upon oath deposes and says that all lienors contracting directly with, or directly employed by (him, them, it) and that all taxes imposed by Chapter 212, Florida Statutes (Sates and Use Tax Act) as amended, have been paid and discharged, and that all bill, wages, fees, claims and other charges incurred by in connection with the construction of have been paid in full. SIGNED: By: WITNESSES: . Y SWORN AND SUBSCRIBED TO BEFORE ME THIS day ,20 AD. Notary Public State of Florida -at -Large My Commission Expires: FINAL RELEASE OF LIEN KNOW ALL MEN BY THESE PRESENTS, that for and in consideration of the sum of Dollars ($ ) paid to by the , receipt of which is hereby acknowledged, do(es) hereby release and quitclaim to the Village of Key Biscayne, the Owner, its successors or assigns, all liens, lien rights, claims or demands of any kind t whatsoever which now has (have) or might have against the property, building, and/or for any incidental expense for the construction of: thereon or. in otherwise improving said property situated as above described. IN WITNESS WHEREOF this day of , 20 , A.D. WITNESS: have (has) hereunto set hand and seal (Seal) SWORN AND SUBSCRIBED TO BEFORE ME THIS day of , 20 A.D. Notary Public State of Florida at -Large My Commission Expires: EXHIBIT E Geotechnical Engineering Study • GEOTECHNICAL ENGINEERING STUD` • PROPOSED DRAINAGE IMPROVEMENTS VILLAGE OF KEY BISCAYNI KEY BISCAYNE, FLORIDA Prepared Fo cD- =. WILLIAMS, HATFIELD & STONER, INC 3191 Coral Way, Suite 80-, Miami, FL 33148 5,0k ,e2 r 6 January 199 6025101 Prepared By. LANGAN ENGINEERING ANu ENVIRONMENTAL SERVICES, INC 20803 Biscayne Boulevar Suite 110 North Miami Beach, FL 3318 Rudolph 'P.Frizzi, P.E. LIIIIrr Langan Engineering and Environmental Services, Inc. f CONTENTS I I 1 1 I i 1 1 1 i 1 i I INTRODUCTION Page 1 PROJECT DESCRIPTION 1 SUBSURFACE INVESTIGATION 1 Field Investigation 1 Laboratory Investigation 2 SUBSURFACE CONDITIONS 2 Fill (Stratum 1) 2 Intermixed Sand, Sitt, and Peat (Stratum 2) 2 Shelly Sand (Stratum 3) 3 Umerock (Stratum 4) 3 Sand (Stratum 5) 3 Groundwater 3 FOUNDATION EVALUATION FOUNDATION RECOMMENDATIONS CONSTRUCTION DOCUMENTS AND ENGINEERING INSPECTION LIMITATIONS FIGURES 1 BORING LOCATION PLAN 2 BORING PROFILE A -A 3 BORING PROFILE B -B 4 BORING PROFILE C -C APPENDICES A BORING LOGS B SUMMARY OF LABORATORY TEST RESULTS i , 4 4 5 6 INTRODUCTION We have performed a geotechnical study for the proposed storm drainage basin and well system for the Village of Key Biscayne, Florida. The purpose of the study was to: 1) obtain subsurface site information in the vicinity of the proposed drainage basins and the general Village area, and 2) evaluate the results of the investigations and develop appropriate foundation recommendations for the proposed construction. Our work was done in general accordance with our 19 November 1993 proposal, and subsequent written authorization by Ms. Linda Bell of Williams, Hatfield & Stoner, Inc. given on 30 November 1993. Our understanding of the proposed project is based on information furnished by and discussions with Ms. Bell. i J PROJECT DESCRIPTION The proposed construction is to consist of a drainage basin and well system installed within the Village of Key Biscayne. A series of drainage basins with deep wells, settlement tanks, catch basins, and associated underground piping are to be constructed. Drainage basins and tanks are to extend about 9 ft to 10 ft below existing grades. The pipe is to be either 18 -in or 24-in-dia corrugated bituminous coated steel or aluminum with invert about 5 ft below existing grades. No change in existing grades is proposed. The existing grades within the roadway "right-of-way" typically range from about el +4 to el +5.5. Based on our review of historic aerial photographs on file at the Dade County Building and Zoning Department dating back to 1993, no noticeable significant changes in the existing shoreline or general Village topography appear to have occurred over the past 30 years. SUBSURFACE INVESTIGATION Field Investigation A field investigation consisting of drilling 12 borings was performed on 13 and 14 December 1993. The borings are identified as B1 through B12 and their approximate locations are shown on Figure 1. Borings B3, B5, and B9 were each drilled to a depth of 30 ft, and the remaining borings were each drilled to a depth of 20 ft at general locations laid out by Ms. Bell. All borings were drilled by TMD Services, inc. of Port St. Lucie, Florida using a Mobile Drill B53 Ali Terrain Vehicle (ATV) rig under the full time inspection of our Staff Engineer, Mr. Tony Nichlany. Complete underground utility mark -outs were ordered from Underground Notification Center Liaison for 1 2+7 La n ci a n Ennineenna and Environment at Services Excavators (UNCLE) and performed by others prior to drilling any of the borings. Standard Penetration Testing was done continuously in the upper 10 ft, and at 5 ft intervals thereafter in each boring. Standard Penetration Resistances, N -Values, along with classifications of the recovered soil and rock materials were recorded on field boring logs. Copies of these logs are given in Appendix A. Representative samples were taken from the borings and shipped to our Geotechnical Laboratory for confirmation of field classifications and testing. All boreholes were backfilled immediately after completion. i Laboratory Investigation All soil and rock samples ..vere visually examined and classified in our Geotechnical Laboratory. The laboratory investigation consisted of 29 natural water content (ASTM D-2216) soil index property determinations. The laboratory test results are summarized in Appendix B. SUBSURFACE CONDITIONS Based on the borings drilled for this study, the generalized subsurface conditions at the project site cr nsist of five strata. They are, in descending order: fill; intermixed sand, silt, and peat; shelly sand; limerock; and sand. Boring profiles showing the generalized subsurface conditions are included as Figures 2 through 4, respectively. The following describes each stratum and the observed groundwater conditions. Fill (Stratum 1) The fill stratum generally consists of fine sand with some limerock fragments and varying proportions of silt. Its thickness ranges from about 1 ft to 6 ft, and averages about 3 ft thick. N - values ranged from 7 blows/ft to 32 blows/ft, and averaged 18 blows/ft. Intermixed Sand, Sitt, and Peat (Stratum 2) Below the fill, a stratum of intermixed sand, silt, and peat was found at elevations ranging from about el +3 to el -1. N -values in this stratum typically ranged from 2 blows/ft to 7 blows/ft, and averaged 4 blows/ft. Natural water contents typically ranged from 31% to 389%, with the high natural water contents measured in samples containing higher proportions of peat. In the general Village area, the thickness of this stratum was typically found to range from about 3 ft to 5 ft. In • 2 ) i borings B1 and B2 drilled on Mashta Island, it was found to be about 17.5 ft and 14.5 ft thick, respectively. This stratum was found to be 8 ft thick in Borirrg B3 drilled on the westem edge of the Village near Hurricane Harbor. 1 9 1 i j I 1 1 i 1. Shelly Sand (Stratum 3) The shelly sand stratum was found at depths ranging from about 4 ft to 11 ft (about el 0 to el -6) below the ground surface in the general Village area. It was found at depths of about 19.5 ft (about el -15.1) and about 17.5 ft (about el -13.1) in borings B1 and B2, respectively drilled on Mashta Island. Based on borings that, penetrated this stratum, its thickness was found to range from about 10 ft to 16 ft. This stratum is generally medium dense, with N -values typically ranging from 6 blows/ft to 33 blows/ft, and averaging 23 blows/ft. Umerock (Stratum 4) The limerock stratum is light tan to white oolitic limestone of the Miami Formation and was found in borings B3, 65, and B9 at depths ranging from about 19 ft to 22 ft (about el -15). The remaining borings were terminated above this stratum. Based on the two borings that penetrated this stratum, the limerock was found to range in thickness from about 7 ft to 9 ft. This stratum is moderately to well cemented with measured N -values ranging from 12 blows/ft to 34 blows/ft, and averaging_23 blows/ft,_______ Sand (Stratum 5) The sand stratum found in borings B3 and B5 is comprised of loose to medium dense light gray to green fine sand of the Fort Thompson Formation. Two N -values in this stratum measured 8 blows/ft to 14 blows/ft. z G roundwa to r Groundwater levels were first found in the borings at depths ranging from about 3 ft to 6.5 ft (about el -2.5 to el +1.5). The lower groundwater levels found in selected borings are not expected to reflect the overall groundwater level within the site area. Rather, the groundwater level within the site area is expected to be typically found at depths between about 2 ft to 4 ft (about el +1 to el +2) and to fluctuate with the tide in the nearby Biscayne Bay and Atlantic Ocean. The latest Flood Insurance Rate Map (FIRM) number 12025CO281H (panel 281 of 575) 3 1 effective 20 January 1993 indicates the 100 year flood level in the project site area varies from el +9 to el +12. % FOUNDATION EVALUATION Potentially compressible soils were typically found within about 6 ft to 9 ft below the ground surface in the general Village area, and to as deep as about 19.5 ft in the Mashta Island area. Based on our review of historic aerial photographs, the existing Village of Key Biscayne does not appear to have had significant changes in shoreline or topography over the past 30 years. Therefore, the compressible soils have been consolidating for over 30 years under the existing overburden. Due to the presence of organic matter, long-term compression of these soils is expected to continue at a reduced rate in proportion to the logarthm of time. This is known as secondary compression. Based on our extensive experience concerning the long-term compression characteristics of similar soils, we anticipate the future compression of these soils over the next 30 years would be about 0.5 inch *to 1 inch. This settlement is due to continuing secondary compression presuming no new fill is placed to raise grades in the area of the proposed construction. This magnitude of future settlement is expected to be within tolerable limits for typical storm drainage construction. Since the proposed drainage basins and tanks are to extend to about 9 ft to 10 ft below existing grade, the potentially compressible soils of Stratum 2 would likely be removed in the mass excavation work done in the general Village area. At drainage basin and tanks installed on Mashta Island and along all pipe alignments, these soils would likely exist below the normally required excavation depths. Since the mass excavation would result in a reduced stratum thickness, future settlements due to continued consolidation of these soils are expected to be minimal during the design life of the proposed construction. Although future settlement could be practically eliminated if all the Stratum 2 soils were removed, this is not considered necessary or practical. Removal of these soils to 2 ft below the pipe or drainage basin/tank invert (or to the underlying shelly sand stratum, whichever is found first) and replacement with 3/4 -inch crushed stone is expected to be satisfactory. FOUNDATION RECOMMENDATIONS The proposed drainage structures and pipes may bear on proper bedding placed on the 4 2Z0 ) 1_ a n v a n . nain9erinn 3nrf Errnronment al Servtc'S 1 excavated subgrade after performing Stratum 2 removal as discussed the following criteria. In P i i i i. areas where soil of Stratum 2 is found at the proposed drainage basin, tank, or pipe subgrade levels, this soil should be removed to a depth of 2 ft below the invert level, or to the underlying shelly sand stratum (whichever is encountered first), and replaced with 3/4 inch crushed stone. The drainage basins and tanks should be placed, filled with water, and allowed to sit for at least 3 days before pipe connections are made. In areas where mass excavation results in the Stratum 2 soils being completely removed at the excavation subgrade level, a minimum of 6 inches of 3/4 inch crushed stone may be used. No other special procedures would be required. To minimize the excavation area and to maintain a safe and stable excavation, we recommend sheetpiles be used for the installation of the drainage structures that are to extend 9 ft to 10 ft below existing grades. Trench boxes may be adequate for drainage pipe trench excavation support in areas where excavations are to be 5 ft below existing grades. If no lateral supports are used in the excavations, the excavation sides should be sloped in accordance with all applicable safety codes and regulations. The excavated Stratum 2 soils should be immediately loaded and trucked off -site, and not left on - site in stockpiles. Inorganic granular soils excavated during the mass excavation work can be reused as compacted _backfill. All necessary-- backfllirrg work should be done in properly dewatered excavations. The backfill should be placed in maximum 8 -inch -thick loose lifts and compacted using a suitable hand operated vibratory compactor to at least 95% of the material's maximum dry density as determined by ASTM D-1557. If dewatering is not accomplished, 3/4 inch crushed stone should be used as backfill to the water table. A layer of filter fabric, such as Mirafi 140N or equivalent, should be placed over the crushed stone and the remaining trench should be backfilled and compacted as recommended above. CONSTRUCTION DOCUMENTS AND ENGINEERING INSPECTION We should review the project construction documents to assure the recommendations given herein are properly incorporated. We also recommend that all excavation and backfilling work be inspected. and tested by a representative of our firm. Our inspection is an integral part of the recommendations given herein, and is necessary to maintain the continuity of our responsibility on the project. 5 i '2 Z 1 LI 1 i i 1 UMITATIONS The recommendations given in this report represent our beck engineering judgement as to the appropriate foundation system and associated site preparation procedures for the proposed construction. Any changes or revisions in the current development plans may have a significant impact on the recommendations given herein. These changes or revisions (if any) must be immediately brought to our attention such that the appropriateness of our recommendations can be evaluated. Due to the presence of organic soils and the fact that certain special site preparation procedures are required, our continued involvement on the project, including our review of the project construction documents and full-time inspection during the work, is necessary for us to assume any responsibility for the recommendations given herein. • 6 1 222 1_ a II fir in rnninnnrinn -,nrl Cn„irnrimnn'-+1 ^nr-;r•nc 7. ,• — 0- -10 — -- !'7 t}- T -•a) 1J „ILI 111 1 L .I 9. r 1,,,,r.1 :,NO 77 s.:L•) P e o T 10 1 15 r=; LL. • '�;ttq SwNt [5 C ia,.te.1 `71e_r -4 i'.L1:.1 ,JAt!D,GwCC alt i7i+t it�7C►.M? 406'AR f) 4 f } rsOt LC. 1 25 is 42114111 %Ka) .15 Ooli;;c LtI.fE..W .'L Is I 1 7iltLl'liltAi 74 :41 1 1ci `1ILr 1-1,41 tom! 4,act Itl. •4 .15 i 114 '7ke111 `76.IJI> MID IEGENO; WATER LEVEL TO EN FIRST FOUND IN GORING. 1`I STANDARD PENETRATION RESISTANCE. N•VALUE IOLOTISIfOOTI. La NATLRAL WATER CONTENT I%I. NOTES: 1. SEE FIGURE 1 FOR MORINO LOCATIONS. 7. TH11 MORINO PROFILe GIVES ONLY A GENERAL DESCRIPTION OF THE DIFFERENT STRATA ENCOUNTERED. REFER TO INOIYIOUAL MORINO LOGS FOR MORE COMPLETE oescournous. 3. SOME VARIATIONS IN STRATUM THICKNESS ANO MATERIAL CONSTITUENTS SHOULD EE EXPECTED EEYONO MORINO LOCATIONS. 4. ELEVATIONS AT MORINO LOCATION$ ARE APPROXIMATE AND WERE WFERRED TROY PRELIMINARY SURVEYS 0011$11111Y WIWAMS HATFIELD a ETONEA, INC. Langan Englneerinp and Environmental Services. Inc. VILLAGE OF KEY BISCAYNE BORING PROFILE A -A KEY MECAYNE 7. ar FLORIDA r - t5 O -10-1 -zoo Crr-L..4.1) (wt.,* 4.00 ta) 2ro 1L FILL : 4.►..d f 11..Ic.•c:)i. 0 76ND $. 51Lr Z Fa &I' 1,14..119 'TANG, L h'au Nat. (dry 11 "Atli 19(111D 4D r15 rir SAi4D 11 FILL •• S.w.i 4. ly.rrar k, ,.....I4.ti(tl Pak.r ZT 24. 10 10 54114 `,OND E3-1 3-t0 016. (E1..t4,0 4 Z4 N 7 7 5 FrILL 'S�Lt,ty c.c. roots ti% ea +D w t� 1 r4 - 40 :4 a, *,-►r1 e= /...4.47146,11.— �4 Y: • 4 _._ _7 Pear tiwg 14 $ Kelly U1113. 1'T•+407tH —• sttII1 .otJD I.EOEtO; 4. WATER LEVEL WHIN FIgi1T FOUNO IN CORING. N atA/40A/to FENETMTIQN RESISTANCE, N•VAI.UE (/LOwi,FOOTI. 1./ NATURAL WATER CONTIlNT (11). I le F1LL: ti 071•...1 7C Z1 CL.111 •71Lr1(TACS perf.tio,.r♦ 1Z. 14Tc-II1 `'/iND 7 j 17 • NOTES; T. Ell FIGURE 1 FOR CORINO LOCATION!. 3. THIS /ORINO PROF/LE GIVES ONLY A GENERAL DESCRIPTION OP THE O1/FERENT STRATA ENCOUNTERED. REFER TO INDIVIDUAL UDRN/O LOOS FOR MORE COMPLETE DESCIUPTIONS. S. SOME VARIATIONS IN STRATUM THICKNESS AND MATERIAL CONSTITUENTS SHOULD CE Ell►ECTEO /EYOND SORINO LOCATIONS. 4. ELEVATIONS AT SORINO LOCATIONS ARE AP►ROYIMATI AND WERE INFERRED /ROM PRELIMINMY SURVIVE DONE /Y WIWAMS HATFIELD A STONER. INC. • • � � _yA VILLAGE OF KEY BISCAYNE 111111"."w ' _.4.gIn n g..._" -..i Earl, __...._.,lal $..-•__ inc. rte, E - NG FIL, -B " " 0 13- I -Z ( ILA- 4.4) (EL. �%4,4) I.1 N 0 N 3s FILL; -Z,,,a I- ts.Krrc1C ', FILL: 54.141I I ��' -2- i s -,ouc . .. 511..r 14-1 Ia - ., %I % z ` 14> 4. u ; 4 `��G1aG 99 " t. --r I .--N I ` yD 4. Pe -m" l94) in -5 -I w I IL stsz: 4 50/ 5 PE& r 111 4L Y. `,111,,1 %M is Pbrcvs pear -15 - , , SO NI ,PAKIQ, 7/vet Si11' tat< et- its 711c..11,1 SD1`1D 1 L ( L.�%e.b) N 57. tI LL, 'alma Zs 6 ,4wD.SjT+t t 4ItT Pe4.61 f Irie %ND I., 51e Liit 42,6 C 11 LEGEND, 110j2," WATER LEVEL WHEN FIRST FOUNO N/ GORING. 1. SEE FIGURE 1 FOR IORINO LOCATIONS. (4 F ILL.: Son,* 1" Gh+er.da. 6 17 at700" 4P LS Ig L4 5neAlti 42nla D STANOMO PINITRATION RESISTANCE. N VALUI JOLOWsavOOT). L TINS WRING PROM! 01VEs ONLY A GENERAL DESCRIPTION or THE OIPFIRINT STRATA ENCOUNTERED. REM TO IN0lvI0UAL BORING LOOS FOR 4.3 NATURAL WAT1R CONTENT I%I. MORE COMPLETE DESCRIPTIONS. 3. SONIC VARIATIONS IN STRATUM THICIVIL$1 ANO MATERIAL CONSTITUENTS SHOULD SE IMPUTED RIYONO SOR1N0 LOCATIONS. 1. ELEVATIONS AT SONINO LOCATIONS mitt APPROXIMATE AN0 WERE IN/!*4410 PROM �%" LUMINARY SURVEYS CONE ST WILLIAMS NA!VISLO 1. ITONIR. WC. i, FILL;��+-�� .L_ 4441 ;" 14 " 2; La -0 S60c) L_I 0 O 1- 4 7 L _15 W '��1 Gblih LIME:` tz.oct, 1f& I=ine.. SA WC) -Zo 26 L-30 J LT.Langan Engineering and Envlranmsnlal Services. Inc. " " VILLAGE OF KEY BISCAYNE BORING PROFILE C C KEY BISCAYNE . . FLORIDA 1 1 1 APPENDIX A 1 1 1 1 1 1 • BORING LOGS • • -227 GES-13 1 aT1I7 'i7 Cnn;noorinn nrl Cnvirnnmoninl 1 1 ■ Langan jr___ Engineering and Environmental Services, Inc. LOG OF BORING. 8•i SHEET 1 OF z- '12°JECT ,,o4D,OJE4 -,-, 21 G/gGG PROJECT NO. ‘oz5;'ol ..CATION K,://.rye o1` P "42 D7ILLING AGENCY ELEVATION AND DATUM A- 42,r_ DATE STARTED 12 ' 3 DATE FINISHED 4/1.:4 D !LUNG EOUIPMEHT • F7, ...7"7" -' = Z✓ E.:61 COMPLETION DEPTH SZE AND TYPE OF BIT CASING CASING HAMMER WEIGHT -- DROP SAJ.IPLER 2 i;T -d0►4 NO, SAMPLES WATER LEVEL FOREMAN SAMPLER HAMMER WEIGHT l'y0 /C.:•: DROP 2Q,;1 INSPECTOR SAMPLE DESCRIPTION DEPTH SCALE SAMPLES 0 z w a 0 1jG,.,,L '2I 011 E-rn ' 7 tV cUf4 ;Lt t 1 vt.v-exl c -1 cnG 1 'l Lr, t-rau. qt. 4 21 C •• :r l/1"I -v-a r eat- (It've,Y4 1 r I �o►yt Owel °l vat 1 96 k r+,^ok e71 L.T, Ira YCG.6, Li ca. Cy�tiL�rp ‘ive.A1 47 (111 (1'1.04- ' Llktp, Ilia GC- 4kv..-1 Dctr le01.4 j I ftt-c..56LIC>curriJoyk6ce›...,e, F' r 6,rcc. 1 ")141€,U1 (11.4.<_ St LjD Gar ��Ih� �=,��c S6NID < <�; iT C ! YCO 2C (5 1142 3 4 9 10 11 (71 Lutu cca, 4 a 4 tmal 4 r'1 ,JT to 12 -- 13 •11 Ir 4 0 t.1 7 2 4 14 -- 4 ROCK DEPTH klok rct. OIST. gZ, UNDIST. — CORE FIRST 71 COMPL, -- OMR 24 HR. REMARKS (GRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUIO LOSS, ETC.) 1 ti l 1� u . r • ri GES- I4 • i '-. 1 LAOir � Langan Engineering and Environmental Services, Inc. 12": JOB NO. c 2�tot DATE /4/14,9 LOG OF BORING NO. 1 ' • 1 SHEET 2 OF 'L SAMPLE DESCRIPTION SAMPLES DEPTH 8• • SCALE 2 11 REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUIO LOSS. ETC.) L • -. .l a r.r4 MEW OMR. MEP POMO =NO -- t4—' - y t7 - r �.. G—► ,,,,at k -la rdwx S,14-i f lve.;6 JP - h IM( •baroxis p r, 1-face,1-face, s .1(5 . tz�ti.1G 1 'L1�ltr-1p�' r�� 61= 204 1 r ZD 6mm. woo rg Fmo 111 • • • d; It �U ��415 U 6.1WAVVH M „4. CES-15 Langan L Engineering and Environmental Services, Inc. LOG OF BORING - Z SHEET 1 OF Z- 1 PROJECT /WO 14/, 4WD 4/2 J y1�,if PROJECT NO. Goz57o/ LOCATION DRILLING AGENCY T;37i, fPr-e//cP,r, . DRILLING EOUIPMENT ' IJI�P�l� 0e#:;:� P)•S3 G'V C!sr SIZE AND TYPE OF BIT 2 74, :f^ TraCcP L. 4'1Z wl r CASING CASING HAMMER LA/EIGHT t7Ut..! th:G. 1.srJCU I!`J Uy SAMPLER ,1 O.4. .S,a/.,� DROP d 0/I ELEVATION AND DATUM/ DATE STARTED 1 47 COMPLETION DEPTH NO. SAMPLES WATER LEVEL FOREMAN ri►�r+'Dx . G� . 1 i DATE FINISHED 1 )17, DIST. I) FIRST 3 d,4 ROCK DEPTH r UNDIST. — COMPL. — CORE — 24 HR. SAMPLER HAMMER WEIGHT /y0 /4:;: DROP 3Q,' INSPECTOR �ONY NI Gt.1L�NY SAMPLE DESCRIPTION DEPTH SCALE SAMPLES O J 0 z w 0 v 4 REMARKS (DRILLING FLUIO. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) 4 i--vact, rc c k' \-Yag i -€7 rv\ :i%'• ta- C�„r traf.0 Dctr tijl o w n (- ICruS roar (pawkc..Vrot.a,n ct. r., 3ar"1 Ammo PeRsr • WOO 71A Gl 3 — 4 6 7 8 4 12 `‘%6 0 0 N 0 • OEM .r: V n ---12 --- --13 I) 4 IT 6 A'IMC1 L clva(st It• ctv't ft{ (WI TYVtGv W . C t - 1O l lW t S�- "1, s —14 0 N GES-16 to...;:-,..: Langan Engineering and Environmental Services, Inc. .0111.0 0010, ilmma Momfi LJ P 1-- 1- 1.- - 0.111w r." ' 00••• i JOB NO. C00;=510 l DATE I ZXQ r(v- LOG OF BORING NO. a -z SHEET z OF Z. SAMPLE DESCRIPTION SAMPLES DEPTH SCALE z If 8 w REMARKS (DRILLING FLUID. OEPTH OF CASINO, CASING ROWS. FLUID LOSS, ErC.) al le ti(-1•Ac_.-`..360 M. _IG. 01M1 MOM omM — t& 1.001 MOM Log.m.Mir 1, .r C. itJG .612.-LiNntur�r e a =-2oC AP 0.0 NOM Lo— M. 0.0 mm mm MO MEW INEMB PMED --p.m/ Mimi — WEIN WWII Fmrar mo l WOO IMMIll IMMI 10.0 MM mom mad 00. og IC9 Lstn4-(44. tv, iTd. v v''\ ea to vK ra' dr-- o ¶AC .d,i7. tr�,1t.�/ �i �- DLit C3 e.4.f-;Ilkk.14-a -J.x ctiPtivAT t)FerY1 ‘714Ai\otz,b-oh GES-17 % i 1 1 1 1 1 I 1 1 1 144 1 • .::.= Langan -- r" Engineering and Environmental Services, Inc. LOG OF BORING PROJECT LOCATION PROJECT NO. seD d, 1414 W- Awd �"rte �r ' ' ELEVATION AND DATUM g://.r C cV/4 IJiJ 4! o e �- DRILLING AGENCY ��i tWil e. f. C• DRILLING EOUIPMENT SIZE AND TYPE OF BIT CASING CASING HAMMER SAMPLER 2,;, 04. SAMPLER HAMMER Z 7f 9 'LI t N G.1 ►1W Q 1).i l..ca-� S-/. DEPTH SCALE SAMPLE DESCRIPTION L...— I'S S r',na. t(... -2 I:A"- uI-IE�r_t.c4-,,c, DROP DROP .7o�• Gt-c.c.l Vtg., e76.t,ID 1-v c e- a rD cs.a Iti'fY k -! Grr ccstA4 Ga-N OL4 c7 u -r Povr1G-r/r9 Jh "lag °t.)S Pe6r D' .r L.nv4w VARPIPJ f-, MEW cal I ory nic,iA- 1reM `,j jL1 c-i14e+ 50471 +mu_ (: > air� 11 4C14/\ � .fA �7� ND 1 2 — 3 1.01111 .1015 MED UMW 4 5 6 7 8 9 12 SHEET 1 OF "2 -- oz 570 r .e'i,-4.1 DATE STARTED t L �� %� r, /� COMPLETION DEPTH 270 f1i1cChto i `Z ,�,T I r NO. SAMPLES tiG � L " WATER LEVEL O 0 1111 . I4- DIST. Ili FIRST DATE FINISHED t ZAP /C;73 ROCK DEPTH 16) UNDIST. CORE — COMPL. r FOREMAN Trr•1%( L,tct? 11N 24HR. INSPECTOR SAMPLES Owl H W a 1' v 'o a d- 1 ti • 14 tO 7. S 7 NA 7-01--1-r ►J I Li -4 REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) 1 1 L ,I. .• ,.., '', lrLr�,R/1p� 1 Z1r't 7 t‘ .r, t c-xrrroi ..jci;� OIL Ua L fedc..4 rot' tor IV1110 GL° ,) off( 12.5 f'• GES-18 Langan Engineering and Environmental Services, Inc. M JOB NO. CA92.51C7i DATE I Z- 4 /0 LOG OF BORING NO. F>-3 SHEET Z- OF Z. SAMPLE DESCRIPTION DEPTH SCALE SAMPLES tz 8 REMARKS (WILLING FLUID. OEM OF CASINO. CASING BLOWS. FLUID LOSS. ETC.) • ii tre ,j 17he.1 {XO.GC1 rct=> 4' S — 17 _. _. I .01111 vmmil • k G i40.7.ct,G 114%4-.6^ CX-O G Lt IMM _ U.. a © • 40)^04-L. Ca,t,v;lrc-d, ,mot rmi e•,- N it-rt?-- i 23-: 1g .141 titvdcv&k. civic i t IA de.va.Le, sty IvC) 4(r Gina t el Mo detfa, k cJ r r +i momi -4 u 174 (dv^ GES-19 1 (/ri dN k- 7-) it -lit G�'Y11 t.G n er" 4 1 1-4 ILdII!dl1 1 1 1 Engineering and Environmental Services, Inc. LOG OF BORING 8 —4 SHEET 1 OF z - PROJECT /°417/°' S S 049/x4w- XA/l/!! GvclG PROJECT NO. C�©,Z57O/ LOCATION Oklye o/' , D -.7.5 -c4 -70e. �L++ GRILLING AGENCY ELEVATION AND DATUM A prox. GI + 5.i DATE STARTED `,L f 4;0. DATE FINISHED I '� ,, U� i DRILLING EOUIPMENT • r . (2 L - 3 - 57> Are* SIZE AND TYPE OF BIT /a 2i�rs�tC:. COMPLETION DEPTH CASING '- ;.;O(. tnt i 11.---.0 c, C. ...:-.y'. jW CASING HAMMER IWEIGHT NO, SAMPLES WATER LEVEL ROCK DEPTH GIST. ICo 1OROP -- SAMPLER .2A c7 4. S• ;.e Todai4 SAMPLER HAMMER WEIGHT /5/p .46: I DROP ,,,?Q�• SAMPLE DESCRIPTION FOREMAN FIRST6. �j. UNOIST. COMM_ r DoE fmiy-4 CORE •- 21 HR. r -e) him ra!l-►_j'7 INSPECTOR SAMPLES DEPTH o SCALE o w a �y2 ros LIP 17) m TaA 6f J D Lit46E4 -SG an a. c.{. c• ► _ .4 t - c0wkt. 11-0,1:,. rotarric �l�l4D IrutvPt SI,tilS (� X11 wc, �i L 1At.tH S6 4C, D �^! O•�wt c, 70W�Oi Tovrw+i t- re,, ` 04D iYAL4.- `7k,11 L:P '2 D reL\ ' LJ A �t C WWI Irma —12 13 —14 1 2 1(2 p4 • 1 n 7 1c is �S 1 7 1(3 )C REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING SLOWS. FLUID LOSS. ETC.) ►4 7 c7,0_,(41, Lc GES-20 1c l ,•,� 1 L.; Langan Engineering and Environmental Services, Inc. JOB NO. (oOZ S IOt DATE ►z-'4 LOG OF BORING NO. 13- 4 SHEET 2 OF SAMPLE DESCRIPTION DEPTH SCALE SAMPLES t� REMARKS (ORILUNG FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) � S amore slAk.N "..',tJr) Vpto-UJc b fl viiN6clip ': 20 WIND emi r_ :.r• -4 — 111 1 111 11 WE= mmo 4101. IMAM MMMB • oak Ia 13 11 is - Lk c12iroa AX • iitr qtr• "1 t� 'l�.C�' 1�• 4`.{ i fL .1)111;11 i culiite61\c, tir,f)Vk tneorif GES-21 'gill 1 Engineering and Environmental Services. Inc. I 1 1 LOG OF BORING 8- 5 SHEET 1 OF PROJECT Aga/10 SZ-d feef44/4/,W.,4�vZ !/E� .1'y1TE�rf PROJECT NO. ©Z 570/ LOCATION 1;/4:51 P DRILLING AGENCY �-• ELEVATION AND DATUM ttFrcrx. + DATE STARTED I.4 �� . = 01,2 DATE FINISHED DRILLING EOUIPMENT IiIt9P.ILe o c. r3 -5 A TV. c2u SIZE AND TYPE OF BIT COMPLETION DEPTH NO. SAMPLES DIST. ROCK DEPTH UNDIST. e. C4 - CORE CASING L'aCL1C�-!hJG- "10 (.70 IQLI tr. U OF= G/St' WEIGHT CASING HAMMER CROP SAMPLER 24 Q ,Q. S, SAMPLER HAMMER 7'o cs a4J WEIGHT /.j/2 .0/4‘; DROP ,30,E r SAMPLE DESCRIPTION (Lt - VA •"I°781.10 :: v.tic. • rr I li- t -v-0, c e a rOGIG c-roci.VALIA:1- q..A `) L'4c i E 1- Dann Grvov-1-Vk . AG % t_t ; in% c t r rtc. ia•vov�1. S;lk . SDNt) , WM.t roo Lam, bit e.ILL.i f r►t; SDNOard SILT h�ac t, • �- re -471- bum t, i cim-rk-)A-ct eke►t\ F:Yv_`-'bv.10, I-Ruc. ¶iti- f?2°% t r oa ti6efS Tow ,c•,l•. _ ofrcl--Ine,l C-iwe 560D 1160 4 rovilni`J,-cterc-ti t� m 5 17 DEPTH SCALE WATER LEVEL FIRST (Gj�, COMPL. FOREMAN rr t•lY 4A:2. ^i.-I 24 HR. — INSPECTOR TONY hlIC, W ANY SAMPLES REMARKS (DIALLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) 24 •� 2-1 r 7%L' 1F •.4 tAol. • .1--1 l,1.1. 14 YVVO;st- 1(. Sa k; 24 f. EC (;1X, i.I.t, cl GES-22 Lin Engineering and Environmental Services. Inc. 1 1 imm 1.1 LOG OF BORING 3- SHEET 1 OF PROJECT A%,40 Szd ,4t%1 WE:ez PROJECT NO. aOz57 o / LOCATION DRILLING AGENCY DRILLING EOUIPMENT ELEVATION AND DATUM DATE STARTED rZ./14 DATE FINISHED r Z • /J • �1 1-4t2'71Le o I 13-5-3 4. Tv, - COMPLETION DEPTH ROCK DEPTH ZI SIZE AND TYPE OF BIT NO. SAMPLES DIST. 1-'2, UNDIST. -_ CORE CASING CASING HAMMER SAMPLER HAMMER 'J r r u U J !JF WATER LEVEL FIRST COMPL. 24 HR. WEIGHT 1 DROP WEIGHT //roe" /a SAMPLE DESCRIPTION c.k,lt.iir- 2 w► 41tiiCA,—• 6,41 `1,r rA11 r -%l ,31) , 'roc" � y _C( :A,._v..� r5. 1 DROP 13-,f° ('�'.�' bra c G t• rttGkG t-Yocre4.4 1.1G-14,11 ift-LA.A 12.10c) —4 t.bist trvowv, , 1,'4" c c. ncF- t�,rl� 60.3.. sil` Sf* ,1Yact, rooitit, DEPTH SCALE IMM i'.�.,v bvctovi sloe ll1 f rc. SDN0a414 51� : . I c2. • - rovi'ibex _ rca 6ers Taw+4•'.-,1, Tel �l��ll�. �-;ric5NNID }wt. srAt — r A Yt,4.-c1yc1 �i _ , 5 1e,►Act.OF 1 fal- `f PeN;c 7 —10 1 ---12 -13 —14 2 FOREMAN INSPECTOR TON`t tJl�1t-1 t_At--/•r SAMPLES REMARKS (DrILLING FLUID. DEPTH OF CASING. CASING BLOWS, FLUID LOSS. ETC.) 4 Z1 24 GES-22 L 1 Lai Y!aI i Engineering and Environmental Services, Inc. LOG OF BORING 8r(o SHEET 1 OF Z PROJECT r°,t'/O,St.4f °,�/�t/,� G/�LG PROJECT NO. LOCATION `i/4g1G ./ GRILLING AGENCY AZ DRILLING EQUIPMENT • • V ,rn(J - 3 Oil/ e.lG, SIZE AND TYPE OF BIT CASING CASING HAMMER Z SAMPLER 2.4 c 4. S 4;e 4dc 4 SAMPLER HAMMER 1 WEIGHT /5/p 7 Iv1 TPJC.at P›Ir ELEVATION AND DATUM p1b c. e(. -+ 4.0 PATE STARTED 12/f�72 COMPLETION DEPTH ZO T1" NO. SAMPLES DATE FINISHED ROCK DEPTH DIST. ( 0 UNDIST. ►.: G, ,. .. r INulis-v O r: WATER LEVEL FIRST $5 1' COMPL. -- WEIGHT ' DROP r FOREMAN N %Z: DROP OA- kv.d CORE 24 HR, r INSPECTOR Th.- kJ y" t4 I (*..� Lh IJ4Y SAMPLE DESCRIPTION DEPTH SCALE SAMPLES O z W 1.9ce•,el 4 - l 1-110" 1 •,k1`�� 4 4 u+4�-PiYy T44,4 c) — iv -e`1 (iItk `7N4 c , o,c.L , Ids OF Pte`- `1 evA 04. 'CI a. C.C.. 0Oa [lecli11l11:'. : b0rrl I.nr7wN �i h,�rov Pah IT PIA-' fOOM f PIU) Pt-L\T; u %Ai ToAevavt-A,Ii 44111 s ht, tA m • • 1 2-- 4 Q N 3 5 -- 1, 4-3 7— emal 8 -- ONMI J 10 11 12 13 v7 7 12- 14 11 REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS, FLUID LOSS. ETC.) Ig �jaw�l ti5 61/4 1v IS WE 1 ke. I E --;mot 5/1 IJ !D ► 14 _: GES-24 " 1 1 ._., Laiayai s Engineering and Environmental Services. Inc. LOG OF BORING SHEET 1 OF Z. PROJECT Aeo/oos -4 1,4/rtrifz'A ,O C/'zG ,r'Y.1��2If PROJECT NO. G az 57C / LOCATION /. /f.,rye / I y :sa4y.f e F2 DRILLING AGENCY DRILLING EOUIPMENT WV; nLk nLicw P2- 611/ t,tC', SIZE AND TYPE OF BIT CASING 14,00 a1/4. it cc' &r ler ELEVATION AND DATUM 4 DATE STARTEDA IZ ,4./64 COMPLETION DEPTH z T4' NO. SAMPLES WATER LEVEL DIST. 1 p FIRST 15 CI. DATE FINISHED 12. ��23 ROCK DEPTH UNDIST. COMPL " - OA- 1-trvild CORE 24 HR. CASING HAMMER I WEIGHT DROP 11 t E E 1 1 l 1 SAMPLER 2A t4. .T.0,/,; " $oc$04 SAMPLER HAMMER WEIGHT /yp 4 I DROP SAMPLE DESCRIPTION DEPTH SCALE FOREMAN i,..iy Lot SE IN INSPECTOR Tai w `r 141 4 Lb NY SAMPLES 9 J Q z .... ��i.��+.1` {" ��7V'1Gt(,ot e , 4t./L.- hind( p - �% A 4 UL��-'O1 TGtMvtnsL - �� 1 ��%'1'`e, r7��" 1t��, eAMc.�� gv `711--r, lk>^ l 1, r1', 'I' r CA CA. ii a od bavrlU 11rYovn+ f-ik'fPu, PS& 17 era rtG�� J,,..-brawlh (;b.90L)" , F \T, it. uyob raAmwsl1 -/nai 4AI 2 3 4 5 6 7 8 9 10 11 12 13 L. 4 4 IMMO li MOO OMNI ZI owl Wel u) 7 12- 14 It " rem I REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) 1.5 644r 1 11 /a �%et. Ts. wtoLs�� 04 r eN,Q I' I JfDI t 1 14 1 1 •1 PROJECT ILaiIyai1 Engineering and Environmental Services, Inc. LOG OF BORING 8 — 7 SHEET 1 OF Z. - /41D,0 SED LOCATION I:/Xtye arr �1c 6S rye P AZ DRILLING AGENCY 7."..;g1 fe �''" arv/CPf ...z . DRILLING EOUtPMENT e2.5" ATV 2 .tG1 SIZE AND TYPE OF BIT CASING CASING HAMMER z 74 1 r 4;' re..) coNe. eouf • D F_1L 31-1 m0(3 !NL1 v O'F~ CAS•t\L. , • WEIGHT DROP SAMPLER 2.4 (:,0. 1;424;z dcvt SAMPLER HAMMER WEIGHT 7l_S/p SAMPLE DESCRIPTION r rel h ccce r r�,c r I_ , ,...,. . i' 1 r ' • i I 1 DROP ,30i? 2 I tk . Ic -i' si 1 h.� f411,4, 5p4,1c) &vact4ej a4tt{ ro O t �es • • rV tC IvAt54i• 1 Pets 6 v-0-1...) vt foke. Sot A fi 6o you Gyr sheAlAi 61\1 ilra ct Yao rA ,. !. Eft9e� S • (axwc5' ',Lay]-�Hc, ' .6WP PROJECT NO. pm( 4,(3 • DATE STARTED COMPLETION DEPTH NO. SAMPLES WATER LEVEL FOREMAN DIST. DATE FINISHED 2../1-5/6 ROCK DEPTH kit 4- UKA COMPL. -- INSPECTOR L.5 I.c•r SAMPLES DEPTH �a SCALE `1" 3 L. 4 5 6 7 9 MMO —10 MIN 1 12 o > WNz O zwj .L wCCM CORE 24 HR. REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETCJ J 240 —14 GES-26 L 11 1 ..� La1J!all Engineering and Environmental Services, inc. LOG OF BORING 8 — 7 SHEET 1 OF 2 PROJECT A tvio I 4 1//✓4j 4 /4/aQ 6zz_.fe J 5'r /*' PROJECT NO. G oz,S7a LOCATION v/` I2 &s c Ty. P /G. DRILLING AGENCY fe..-/.� .�P/4,/Cc�.l . c. GRILLING EQUIPMENT /./‘ 'C I SCI L Pi4 LL. e. G' ATV et&1 ELEVATION AND DATUM A DATE STARTED COMPLETION DEPTH P.7> 4.v. DATE FINISHED 12 s.„43 ZpP- ROCK DEPTH ►J� t- aUKd SIZE AND TYPE OF BIT 3 7/P� rod? r-/C-Oi•j� el -NJ- • CASING DUuJNG- BUD !Mt'.-l&.v cr ' GPS.,:rJS.r NO. SAMPLES WATER LEVEL DIST. Ip UNDIST. 6:4.FIRST � COMPL. CORE -� 24 HR. r CASING HAMMER WEIGHT DROP SAMPLER FOREMAN SAMPLER HAMMER ! WEIGHT /.j/p /4 1 DROP ,30,E INSPECTOR Tvl,tr �.tic_wt h I.LY SAMPLE DESCRIPTION DEPTH SCALE SAMPLES U 9 w Q. R dy11/ Zw J 0 REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.I r :,-c r - YY1 S,In:..(%i ..:..., N,/ o 1 I r I t C4 It..,1L• Ia." si lh lJ'rvE. SL`hD, t-yetct. l • ‹.--, trG� 1 c •41 C e, Z...: :- , i r -v t .c. ie. 54......4( aMd ►'DO I. esei l 24>r lc 6 vi3 v, � S.CA 11.0(.1 C 6o-rous — 4 %r t� � Ilni sl rn-�' I ErLicv- hract, YaO -/ )c x,1 ret%tiv 514 lei S'\CJ SLAP 5 6 9 —10 —1 1 —12 4111. 11 7 7 52A th ti 4' .41 1 1 7 3 S 13 -- 4 .J: A l ?1 06 d GES-26 ,Hn Liz;Laiigan Engineering and Environmental Services, Inc. LOG OF BORING 8— g SHEET 1 OF Z.- 1 1 PRoJEcr A4/1$44 f ��zz ..ry - 2f( PROJECT NO. ‘ c57Z ,S`/a / LOCATION DRILLING AGENCY Pf �^ -e/if mac. DRILLING EOUIPMENT /2 Lt0441 . c?j 6rJ e..; G, SIZE AND TYPE OF BIT d T i c'rJ � t�t.C� t CASING 0 m µt )P (Ai Lc&3 « C_ c.'.4., . CASING HAMMER WEIGHT SAMPLER 2,4 a..4. s ,; r „iced 04 SAMPLER HAMMER WEIGHT ,/5/p 74 r� SAMPLE DESCRIPTION DROP DROP 30/- 4 w►�tes �� ,%. "dam q,�+v,e'1 Y suffice E3Ir ,Y, - Leif awe., �N D 5At4D 11 t o v11. jet" -4'1- •� fAYoi atitd olowit, hrauvn Cerrei s4ell,1 �c S/�ND • slektitvi -retA ND DEPTH SCALE -- 2 4 5 6 ELEVATION AND DATUM At, DATE STARTED !Z./13/a) r.3 03. COMPLETION DEPTH NO. SAMPLES roc... .e...l . *4.4. 20 DIST. / DATE FINISHED /Z. A3 j ROCK DEPTH UNDIST. - WATER LEVEL FIRST COMP,.. FOREMAN TONY &A d t.�i'j P..? NO 1- :;: c ( . CORE 24 HR. -- INSPECTOR 2 7 v' 77 11 8 9 10 — 11 12 13 14 5 7 7) 161 I(� r %..Ly" IGl-+ Lb. Y REMARKS (DRILLING FLUID. DEPTH OF CASING, CASING SLOWS, FLUID LOSS, ETC.) GES-28 �� --- La i ><y an ��bt��r Engineering and Environmental Services, Inc. LOG OF BORING 8' SHEET 1 OF Z. 1 PROJECT 44140 .s.z2 4, ,.s.z2 4 ',. ,4,'21 Gt/z.LG fyf 74,�� PROJECT NO. aoz,,Slo/ LOCATION DRILLING AGENCY DRILLING EOUIPMEHT ti.tOf 711..1, 0 EA .t., I3 .cam, 6ri e G SIZE AND TYPE OF BIT CASING CASING HAMMER WEIGHT di T -p tCot-i == mc.F . ELEVATION AND DATUM per. .+4 . OAT STARTED lZ/(��/ DATE FINISHEDriA COMPLETION DEPTH ROCK DEPTH a t" O V C I . NO. SAMPLES I - DIST. 1, UNOtST. WATER LEVEL FIRST COMPI.. .r n�% P (at -few c�% �� C' 6 -! .`}41 " 1 DROP SAMPLER 2 /# 4. ,344t OdGt/J SAMPLER HAMMER WEIGHT 7519 SAMPLE DESCRIPTION FOREMAN TONY 1\i1 CORE -- 24 HR. INSPECTOR DROP ,Y,C,61:j r.0 '.iy N IC.b. L.Q NI" DEPTH SCALE SAMPLES F3V 1 ' +WA e{t ! !J D IrvvA),n ki 5A141) 4-7711.. ONO " esel 3 c" ivem aMol o4awk. hrPwm cime pezti-n WIEN eerier e-KAA" ti ?am- sketL" . (:;:iAt_ `7ND 4 8 9 10 11 1 13 0 2 -514 LO UMW rod 1 ips REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) fi One i 2. ip 5 L 1 0 ti I0 I'2 " 11 atAri 7 47,0'w.' l k1" T5 Of..I- t 1q ' 4t 71%(-41-01 C- LK)D 14 O\ I1 GES-28 1 Langan Engineering and Environmental Services, Inc. LOG OF BORING SHEET 1 OF 2 - PROJECT PROJECT NO. LOCATION DRILLING AGENCY /� .J3/7//Clef DRILLING EQUIPMENT ' DATE STARTED ELEVATION ANO DATUM _erne 4P) . DATE FINISHED //'f3%'r' COMPLETION DEPTH of}y ROCK DEPTH �2 ei SIZE ANO TYPE OF BIT 2 7/g w, TI'-tcUtii c 12o 1.1�'V NO. SAMPLES DIST. 1 CASING P6.6136, % J U 0 DJ ) C' C. Imo;• t NI` WATER LEVEL FIRST Gj UNDIST. — COM PL. --• CORE 24 HR. CASING HAMMER WEIGHT DROP SAMPLER 2,- 0,4. .51-,..„/4e �od04 SAMPLER HAMMER WEIGHT j/yp DROP Oil FOREMAN 1 .:'•�i i" I •'.t : •t V INSPECTOR i Y tJ %GU.(.. UY. SAMPLE DESCRIPTION DEPTH SCALE SAMPLES 0 0 J z W 0. 0 7 I Cs vte, q D G mt.! e L k1 IM - 4h-1 f� hactst I E •.,,�,,, - Era." she - Its t,,,� SbN yrrnt •peok-C o 01 roof— fi1 r S 1 I -jLeA m- E 5b.NR) biAaN\ Ala& E e# `7ANID lsa{‘kkd 1- 2 3 4 1 v 4 i,, cv L z.- 5 — 6 7-. — 9 10--- 11 12 — —13 -14 .;s sel o. 7 ViT 17 11 1e} 1 d 3 4 °1 5 REMARKS (DRILLING FLUID, DEPTH OF CASING, CASING BLOWS, FLUID LOSS. ETc.) �j,•(/ltitrLC. •(�, (3 l iS i.IJ j i" r•A fr - •; : �; •-r te 1: rn I h': (c `-dr.^ tr-ECClt• ✓ai•G4 r. &'r Langan Engineering and Environmental Services, Inc. LOG OF BORING v a) SHEET 1 OF PROJECT / �r�%SZ:d 4' 14d , /v2 ‘V‘ie ..ryr %( PROJECT NO. / <530Z,52-0 LOCATION /(:i%G "'cp. /G-. DRILLING AGENCY ELEVATION AND DATUM DATE STARTE /27//3A 1 PM 6ri7v-o-x .I , + 4P) DATE FINISHED v /2/13/-'i 3 . DRILLING EOUIPMENT &jiv e-16:4 • Ct COMPLETION DEPTH ROCK DEPTH Cir SIZE ANO TYPE OF BIT CASING 2 /g w, ¢S TI-Ica+J e lee Luse. i7L!LL'tIJC /OO I►J L r• I) O G 1.N-1-111/44.-1 NO. SAMPLES WATER LEVEL CASING HAMMER ( WEIGHT SAMPLER 24 24. S- 4;c . OdQ/) SAMPLER HAMMER WEIGHT 7147 4 J DROP .3piir DROP SAMPLE DESCRIPTION DEPTH SCALE FOREMAN DIST. 1 I FIRST (o ft. UNDIST. - COMPL. CORE -_ 24 HR. INSPECTOR SAMPLES U W o a o - z �.:.110u-`} - 1 1 { mood L f+ rci c,.1 ► i - ( .6.1-117, IYkc. s1 I ti !-n./^ s ty e 5LSLN1D sarri atop. E roof,�i I�rrrS Cy Lei net -F C,rei SNe.,N rn- F %tflD C.,rei st�c L E e_ `2At`iC)I Isol,,ka 11. 1- 11. 2 ='54A 00.1 iC 4 b U zccco a. 7 1 N Z Z 4 Q1 2 2 ameil OMNI 1• 11 N 7 12 16v 17 =MO •IMml 9 10 —1 1 11 Pek 14 — 4 9.5 V i Y IJ cu.C.;: UY: REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) ‘764,.....1.1, �SAV)I ' I '2.14.11/11rk .• /-^:;•:: Ire ; �- '••) . r .4774 yrvt• c4.1. t!..4.0 J-7 i a' 1 . ' . rJ �,►.,�.t,t.r.`c, .;r b:' II ;71 r1c • SriCI•GF;:r: rnr LCm r`�1kx b Lii„, Engineering and Environmental Services. Inc. LOG OF BORING - i0 SHEET 1 OF 2-- 1 1 PP.OJEC T SEU Ogpx:/ vG ,4t41 a/z-LL PROJECT NQ_ a©Z5 -C/ LOCATION .774QG v/` 1-c-7 V/SG4y? J 2 DRILLING AGENCY a ELEVATION AND DATUA�,� DATE STARTED 13 v7 cex, eI.i-4,0 DATE FINISHED 12./ /4.72/41-5 DRILLING EOUIPMENT • (Z) (.4„. - 3 Art/ ea Co; SIZE AND TYPE OF BIT 2 Va. % 4 III GOL..) P1 1(,L FJt r. COMPLETION DEPTH 20 !, ROCK DEPTH 001- fvv i471 CASING r t (1 i N G, i 1-U(7 1 tJ 1.. V /C - c:- A.•, NJ: - NO. SAMPLES WATER LEVEL DIST. 7 FIRST -,. UNDtS T. COMPL. — CORE 24 HR. — CASING HAMMER WEIGHT -- DROP SAMPLER .4 0.4 .,44,41 .'d o/I SAMPLER HAMMER I WEIGHT /5,e, /4. DROP FOREMAN INSPECTOR SAMPLE DESCRIPTION DEPTH SCALE U 0 0 Z SAMPLES us �ccz zue :Vixen REMARKS (DRILLING FLUIO. DEPTH OF CASING. CASING BLOWS. FLUID LOSS, ETC.) Gra.•.rs orror-try-t of s wr f v+ c e- '(L1LCV•nStt-Pv� Si I1-i �r GGc‘-i tract, s(,tclk( Slur r ` trwGt—�r��- Grt tvouAi f6t7YcT/ S. PE 6 t-- [7,4- LbrowH PL h1 fine- SAND —9 �,�` 5r tJD, yowa.., Nor/ o Pi bey 11 � ,1f-rn SAND 1 -- 2 — 3 4 7 8 9 t-1 10 N 62 1 4 A Q 7 OEM 4 4 f 4 t4 to W —10— 11 —12 1 r11 3-- e,Ge(l1 5hN►> 14= .; 4- 7 GES-32 L7' L..igars Engineering and Environmental Services, Inc. LOG OF BORING 8 -10 SHEET 1 OF 2- 1 1 1 PPOJECT AtAo S€O 140fle f e4(7.4d a iz PROJECT NO. LOCATION � /:fffpe orb I2y IJ�Sc4yq e �- DRILLING AGENCY ELEVATION AND DAM DATE STARTED lv 1? aex, e 1. f 4,0 DATE FINISHED 12/4%/ "13 DRILLING EOUIPMENT • 1M' 'E L. I2.tU„, '-15'3 /ST'y' P..t(; SIZE AND TYPE OF BIT 2 2/1 A445 're_IGtnJV pe.Iu.. ' 13t r COMPLETION DEPTH ROCK DEPTH &Jot- (>^ of CASIN3 (71-.4-1 C.0 n! c. OAK? t L ( P aS. 1 ;.. NO. SAMPLES WATER LEVEL OIST. 7 FIRST (,r c UNOIST. COMPL. — CORE 24 HR. — CASING HAMMER WEIGHT — I DROP SAMPLER to4;€ T,ocio/rMER IGHT /yo SAMPLER HAM / DROP FOREMAN INSPECTOR SAMPLE DESCRIPTION DEPTH SCALE U 0 2 SAMPLES • d do- Z cn v° 46 us R 0 Qal REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) Ca'1 m ,0%. c 7V VZJ'vl. Cr 8 wv f Pt C4.... ‘re'lLtiVA.ci1 1V e_11 P.1- 513tkiD 1 - WOW 6bretj 4-147:a 1.-.17 bra (e, Gres-b,c i r -;Mc.- •wt . S JL'( SIL�" fi 6Gr3L C ou.r, F67.7,./ 61' Dc‘pr%brrown pt *.h.' fine. c?ANIp Jrvwti..; -lam st Jk1 fLL 5/rtJD, yoy►uc, 44.3-/roo P pi be r :tletl,1 1-01 SAND • 1 3 IMMIX 62.5 4 -. 4 - 7 9 10 t- MINN 4' 1' Q 1 7 A 4t WINO U 1 4 (0 11 -- 12 --- .01 13 -- 4 4 /%h'11 tt_i5'rr'✓iSIr LjaA le- 17 1.444.�tS 4' <<7 vviohyckit d‘A (icy 1 X44 qtr ,�' t' 14 — .fI 4. 7 CF.S-12 L;;;:: Langan Engineering and Environmental Services, Inc. LOG OF BORING 8-- l i . SHEET 1 OF 2-- i 1 PROJECT A4fo,0 Sfd-444iy,4 /wad tf/�2‘ PROJECT NO. G o2,5 —/o / LOCATION P DRILLING AGENCY Jr ELEVATION AND DATUM DATE STARTED Om- ,✓1. 4 4- ' DATE FINISHED DRILLING EQUIPMENT - SIZE AND TYPE OF BIT zYe, w,it ;ocoNs2orc �Ir CASING CIc-IL_L.I IWG, MOO IN Uf;.0 a -F t i 1c, COMPLETION DEPTH NO. SAMPLES WATER LEVEL z00 - ROCK DEPTH Not h"( DIST. ' It FIRST 4 (.1. COMPL. UNDIST. CORE - 24 HR. CASING HAMMER WEIGHT DROP — SAMPLER 24 ct.d. S S FOREMAN rowr IJ[1Q Ds - SAMPLER HAMMER J WEIGHT /ra /eir DROP ,3Q,, INSPECTOR 1-#1,1%(- 'c t-• i. iy,.,l,r SAMPLE DESCRIPTION DEPTH SCALE SAMPLES 0 z a r cs Luc_ �7 6,1\1 c ,�.•,.�1. et,.,)ttoc-ti 1 CoiIreti G tci. v 1 L. T, y1 ca r- , �-: �. �, izt Say..4:4 rwl 1 3 4 4' In 0 CC b Z 1 4-- 5 6 1 tel 4 s- 7 7� .8 — s 10 11 7 cdt I1•1 0 12-- 13 1 33 7 REMARKS (DRILLING FLUID. DEPTH OF CASING, CASING BLOWS, FLUID LOSS, ETC.) 1.14,o1ct- NDlhrau.roo!- 14 GES-34 i9 Engineering and Environmental Services, inc. LOG OF BORING 8.-1i SHEET 1 OF 7, PROJECT "4',' 's.Ed 141744,5 4 f/d G/�.cz .r5'J- ter PROJECT NO. ©Z570 / LOCATION I'i/%i�G o./ , • . DRILLING AGENCY T�/J �f.�.��fer, . �. ELEVATION AND DATUM 6 DATE STARTED I �•�� DATE FINISHED � � Iz! 13/g DRILLING EOUIPMENT - I4,OPAL 17 V.. c:_E.__ f -t- S / , COMPLETION DEPTH SIZE AND TYPE OF BIT CASING z YE> i41 i r� Ns eotax I r DIZIc_t..IN4, mop IN L t.) C ca 5 t/JG NO. SAMPLES WATER LEVEL DIST.11 ROCK DEPTH t f�0r f v- 1101J FIRST 4 (.1. UNDIST. COMPL. - CORE 24 HR. CASING HAMMER WEIGHT DROP SAMPLER 2,;, O.,Q. S ' _S OdQ7 SAMPLER HAMMER WEIGHT T/i/O DROP 3d�� FOREMAN T4t-Vr 1`1LQ 1 N - INSPECTOR r nJY ► ='c �-� �y+J SAMPLE DESCRIPTION DEPTH SCALE SAMPLES J 1t a 0 9) sir REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) ram �, ) dN %d• (c,... 70e.(i_ (Avec./ coi j �.�..t�t GQ •, -- . Jai (21 ot,.c, 1.-ilrav feev_c..; t.t. it; Zt WW1 I 'S - Oral 4tNel 5611/411) 011. Trkil (7k1i1 c - -e-26,ND Cir I:i 07(1 -Ell (?At_ ‘76t4 • ��i►1., c?LNV, Irac . yoo- Ilee% 4 --1 4 b L 1 4 5 — 7 ff7 7 z) Z.j IMO 7 e Z 33 7 7 ( is i. AL- ? !� 1 7 L. % t— GES-34 1 Langan Engineering and Environmental Services, Inc. LOG OF BORING 8 `AZ. SHEET 1 OF Z.. PROJECT .,°,afoS S d, .4/4/,'4 /44/D e/E2e PROJECT NO. LCCATION A:f/.ry& orb ,icy �•sc �y� P DRILLING AGENCY Turd' '2 DRILLING EOUIPMENT ' A.�b'F9►�� tax=tom.- (? _ 5 .7:1+ i rtr a!G, SIZE AND TYPE OF BIT CASING CASING HAMMER WEIGHT SAMPLER 2.4,c3.4, S' /;-4, Zed 0.01 SAMPLER HAMMER WEIGHT /S/4!" /- DROP SAMPLE DESCRIPTION DEPTH SCALE (;;IA-€. 4 9Vik.t. Yo e- Vol v�..-t k^ �-• ot-i^O( 1 '1s� (� row s k I I A N D 6tirel (Alit( 4J I,} f JL% 1 1-aW (S Ts# :1 Dc rr1 t a(. 7 561\1 7*-2co • C1,�1 �1 F - X ske_i . - i l n:t :�L Iz��t_ D VoltitFr,-vrvitn ( I`7 Jar 2 3 4 5 6 7 8 9 10 11 12 13 14 ELEVATION ANO DATUM DATE STARTED , 2,14/:21- COMPLETION DEPTH NO. SAMPLES WATER LEVEL FOREMAN D ox, 5,3. DATE FINISHED f 24,4 ROCK DEPTH CORE - UNDIST. FIRST %Sp COMPL 1 �►JY I'�i v2 r7 24 HR. INSPECTOR 21 REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) t s/r►'17 �L s t/.A.c7:`) G'tcc.4.1c it,' YIN?. in ,' .C,UY(,-, Ccr, aticyCa s c t.•., ink.'.11 r. Y i _If ,, d,U.i 4 (d='t O. GES-36 i 1 1 lam • t 1 ' i --_- Langan Engineering and Environmental Services. Inc. LOG OF BORING 8 `/Z- SHEET 1 OF Z- PROJECT 4/1- ro SEU .4,401/4wG 4/‘ PROJECT NO. ©Z57 C/ LGCATION Y//yd o./ 2y &sc4�, P DRILLING AGENCY DRILLING EQUIPMENT • /G ELEVATION AND DATUM DATE STARTED r 2 / r74 rox. �L -1. 515z 4, DATE FINISHED , z 4r*V g1C, COMPLETION DEPTH to CI. ROCK DEPTH CORE -- SIZE AND TYPE OF BIT Z 7I� b., 2 ;'�[�!C/��•'i:Q t�� ;��.+, T 1'" CASING e.' ("4 i.w. J r.J L.; tr t..! CASING HAMMER WEIGHT — [DROP SAMPLER ,ry 24. ..S1)44;'‘ s 'dQ4 WEIGHT fyo HAMMER SAMPLER /4 J DROP ,,?Q,4 NO. SAMPLES DIST. Q} UNDIST. 1 WATER LEVEL FIRST Si5 Ff COMM.. FOREMAN 24 HR. - INSPECTOR no -NI Y h1 'C I --I rte:'r SAMPLE DESCRIPTION SAMPLES DEPTH o SCALE aW 141 CC a, G raves,, s cur.dl i.�• 1-Z7r-3 Tot vie.---4 1 tAL scum- SQr`!D, Yo T-04.44 o- of arrevi , Tows s 4u.1 I+l (-c iu. e76614/7 5 IMM y t 6Yf�t.�G 1 (--itete LitJD, S,SNrr .f �' PaArlt.4✓ rulAhi ptrx.61 frt.561\0 361` D, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 • N MEM OMNI • 4 NI 7 If MIN • • • • • • 8 11 14 4 2 3 a 410/.4 mow 21 REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING BLOWS. FLUID LOSS. ETC.) I 2:---7!/l7 it ' S ' Vj C71011 -A4 1S tV �., �ntt'.� r:�1 If atOttt(X. s, a,0.., ..t 3D _"€F' 444. APPENDIX B SUMMARY OF LABORATORY TEST RESULTS 1 1 GES-38 Langan Engineersna and Environmental Services 1. Engineering and Environmental Services. Inc. JOB NO. 6-c7.2.51e>, DATE 12 %r 4 A? LOG OF BORING NO. E!, z SHEET 2- OF z - SAMPLE DESCRIPTION DEPTH SCALE SAMPLES d lL S REMARKS (DRILLING FLUID. DEPTH OF CASING. CASING SLOWS. FLUID LOSS. ETC.) E. — - 4 t rat,/ .12.31,1 (2 -ilk& 56.14) i T.t 1-"&e. Ist 1 ®d = Zo FIRM .40 AIM .110 .10 -I0- $t It u^\ I 1 MIN WWI IMO ti11 kale 14A ctrr11 G� �"1 rave S 1-Arlet Ivi i i 1 Get f te. rh LTV . GES-37 i 1 1 i 1 1 1 Job No. 60"" SUMMARY OF LABORATORY TEST RESULTS Boring & Sample Number 87,S2B Depth 2.5'-4' Classification Clayey SILT, trace sand and root fibers Natural Water Content 75% Atterberg Limits Liquid Plastic Limit Limit Unit Dry Weight Specific Gravity Consc B7,S3B 4.5'-G' Fine sandy fibrous PEAT 121% 88,S3 4'-6' Peaty SAND 31% B8,S4B 7'-8' Fine sandy PEAT 77% 89,52 2'-4' Clayey SILT 83% B10,S2A 2'-3.5' Clayey SILT, trace peat and fine sand 72% 810,S2B 3.5'-4' Fine sandy SILT, trace peat fibers 40% B10,S3A 4,-5' Fibrous PEAT 116% 810,S3B 5'-6' Peaty fine SAND 80% B10,S4A 6'-7' Shelly fine SAND, some peat/root 58% fibers B11,S2A 2'-3' Clayey SILT, trace roots and fine sand 79% B11,S2B 3,-4' Silty, peaty fine SAND 4'2 % 612,S5 8'-10' Peaty fine SAND 57% • 'See Test Curves __- 1 Job No. 602! 1 1 1 1 1 • 1 1 1 1 i SUMMARY OF LABORATORY TEST RESULTS Boring & Sample Number Depth Classification Natural ' Water Content Atterberg - Liquid Limit Limits Plastic Limit Unit Dry Weight Specific Gravity Con B1,S5B 9'-10' Shelly fine SAND and PEAT 125% B1,S6 13'-15' Silty fine SAND, trace root fibers and shells 42% B1,S7A 18'-19.5' Silty fine SAND and fibrous PEAT 189% _ B2,S3 4'-6' Clayey SILT, trace fine SAND 61 % B2,S4A 6'-7' Clayey SILT, trace fine SAND 59% " B2,S4B 7'-8' Fibrous PEAT 296% B2,S5 8'-10' Fibrous PEAT 389% B2,S6 13'-15' Fine SAND, some silt, trace root fibers 50% B3,S3B 5'-6' Fibrous PEAT 210% B4,S2B 3'-4' Sandy SILT, trace shells 57% B4,S3A 4'-5' Organic SAND, trace shells • 44% B5,S3A 4'-5' Sandy Silt, trace root fibers b60% • B5,S3B 5'-6' Silty SAND, trace root fibers 44% B6,S2A 2'-3' SAND and SILT 65% B6,S3 4'-6' Fibrous PEAT, some fine sand 127% 86,S4A 6'-6.5' Fibrous PEAT, trace fine sand 169% l 'See Test Curves Langan Enrineerino and Env,ronrnPntat Sery