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HomeMy WebLinkAboutSpecifications r r. I ics N Y 7- S- 1 * G FLO CITY OF SUNNY ISLES BEACH Newport Fishing Pier and Restaurant Utilities Prepared by:C A 4 Calvin, Giordano & Associates, Inc. '- E X C E P T I O N A L SOLUTIONS CGA Project No. 11-4179 City of Sunny Isles Beach Bid No. ITB 12-10-01 August 2012 CITY OF SUNNY ISLES BEACH Newport Fishing Pier and Restaurant Utilities Contract Documents and Specifications ''o. Calvin, Giordano 5 Associates, Inc. C E X C E P T I O N A L S O L U T I O N S rI CGA Project No. 11-4179 City of Sunny Isles Beach Bid No. ITB 12-10-01 August 2012 TABLE OF CONTENTS Newport Fishing Pier and Restaurant Utilities CGA Project No. 11-4179 City of Sunny Isles Beach Bid No. ITB 12-10-01 BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE CONTRACT DOCUMENTS 00020 Notice to Bidders 00100 Instructions to Bidders 00300 Bid Form 00401 Bid Bond 00402 Public Entity Crimes Affidavit 00403 Trench Safety Act 00420 Information Required from Bidders 00500 EJCDC Standard Form of Agreement 00600 Payment Bond 00601 Performance Bond 00650 Acknowledgment of Conformance with O.S.H.A. Standards 00700 General Conditions 00800 Supplementary Conditions 00900 Addenda SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS 01010 Summary of Work 01025 Measurement for Payment 01030 Special Project Procedures 01045 Cutting and Patching 01050 Field Engineering 01152 Applications for Payment 01310 Construction Schedules 01340 Shop Drawings, Working Drawings, and Samples 01370 Schedule of Values 01380 Construction Photographs01410 Testing and Testing Laboratory Services 01505 Control of Work 01510 Temporary Utilities 01540 Security 01550 Site Access and Storage 01570 Traffic Regulation 01600 Material and Equipment 01670 Testing Piping Systems 01701 Project Closeout 08/12 i 11-4179 01710 Cleaning 01720 Project Record Documents 01740 Warranties and Bonds DIVISION 2 - SITEWORK 02200 Earthwork 02221 Trenching, Bedding, and Backfill for Pipe 02223 Excavation Below Normal Grade and Gravel Refill 02510 Walkways 02512 Concrete Paving and Surfacing 02513 Asphaltic Concrete Paving 02514 Pavers 02580 Pavement Markings and Signing 02610 Pipe and Fittings DIVISION 3 - CONCRETE 02100 Concrete Formwork 03305 Portland Cement Concrete 03700 Modifications and Repair to Existing Concrete DIVISION 4 - 14 Not Applicable DIVISION 15 - MECHANICAL 01500 Valves and Appurtenances DIVISION 16 Not Applicable 08/12 ii 11-4179 SECTION 00020 NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN that the CITY COMMISSION of THE CITY OF SUNNY ISLES BEACH is seeking sealed bids for the following work as specified. Newport Fishing Pier and Restaurant Utilities CGA Project No. 11-4179 City of Sunny Isles Beach Bid No. ITB 12-10-01 Sealed bids for the construction of water & sewer, telecommunications (AT&T, ABB),) for the new City of Sunny Isles Beach Newport Fishing Pier and Restaurant. The scope of work shall include installation of approximately 400 linear feet of an eight (8) inch PVC water main, 70 linear feet of four (4 inch) DIP fire main, fire hydrant assembly and a 60 linear feet of a four (4) inch PVC sewer lateral extension and 2" PVC dry utilities conduit. All paver driveway/ parking area restoration, landscape restoration, curb & gutter restoration, and maintenance of traffic shall be considered and included in this bid. Bids shall be on a unit price basis; segregated bids will not be accepted. Sealed bids will be received by the City Clerk until 10:00 am, Tuesday, November 13, 2012 at the City of Sunny Isles Beach, City Hall located at 18070 Collins Avenue, Sunny Isles Beach, Florida, 33160. Bids received after this time will be returned unopened. Bids submitted will be opened publicly and read aloud at this time. A Non-Mandatory Pre-Bid Conference is scheduled for 10:00 am, Tuesday, October 30, 2012 at the City of Sunny Isles Beach, City Hall located at 18070 Collins Avenue, Sunny Isles Beach, Florida 33160, (305) 947-0606. Bidders may obtain complete sets of Bidding Documents from the Demand Star. Partial sets of Bidding Documents will not be available Bidding Documents may be examined at the City of Sunny Isles Beach, at the above- referenced address. Bid security in the amount of five percent (5%) of the Total Bid, must accompany the Bid in accordance with the Instructions to Bidders. The contract will be awarded by the Owner to the lowest responsible and responsive bidder whose bid best serves the interests of, and represents the best value to, the Owner pursuant to the criteria set forth in Section 62-8 of the Code of the City of Sunny Isles Beach. Price is only a factor in determining the lowest responsible and responsive bidder. 08/12 00020-1 11-4179 The Owner reserves the right to reject any or all Bids, with or without cause, to waive technical errors and informalities, and to accept the Bid, which best serves the interest of the Owner. For further information, contact the office of the City Engineer, Helen Gray at305-792- 1913. Jane Hines City Clerk City of Sunny Isles Beach Publish Dates: October 16, 2012 END OF DOCUMENT 08/12 00020-2 11-4179 SECTION 00100 INSTRUCTIONS TO BIDDERS 1. DEFINITION OF TERMS 1.1 Bidding Documents - these include the Advertisement for Bid, Instructions to Bidders, Bid Form, sample bidding and contract forms, proposed Contract Documents as defined in the General Conditions and any Addenda issued prior to receipt of bids, addendum, pre-bid and meeting minutes. 1.2 Total Base Bid - the amount stated on the Bid Form for which the Bidder offers to perform the Work as described in the Bidding Documents. 1.3 Unit Price Bid - the amount stated in the Bid Form as a price per unit of measurement for materials or labor as described in the Bidding Documents. 1.4 Addenda - written and graphic documents issued by the Engineer prior to the execution of the Contract to modify or interpret the Bidding Documents. 1.5 General Conditions — 2002 Version of the Standard General Conditions of the Construction Contract. 1.6 Any Capitalized terms contained here-in (e.g. Owner, Engineer, Work, Agreement, Contract) and is not defined above are contained in the General Conditions Article 1 — Definitions and Terminology. 2. BIDDING DOCUMENTS 2.1 Complete sets of Bidding Documents may be obtained from Demand Star as stated in the Advertisement for Bid. 2.2 Complete sets of Bidding Documents shall be used by Bidders in preparation of Bids; neither the Owner nor the Engineer assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets. 2.3 Bidding documents consist of this project manual along with the following construction plans titled: a. Newport Fishing Pier and Restaurant Utilities Bid No. ITB 12-10-01 CGA Project No. 11-4179 08/12 00100-1 11-4179 3. EXAMINATION OF DOCUMENTS AND SITE 3.1 Bidders shall visit the site of the proposed work and become familiar with the nature and extent of work to be performed and local conditions that may affect the work, including ongoing Construction Activities, as well as, all Agencies Having Jurisdiction (AHJ) and all local service entities affecting the project. 3.2 The Bidding Documents were prepared to present an essentially accurate representation of existing conditions, interpreted from available information on the site. The Bidder is not relieved, however, of the responsibility of becoming fully informed as to existing conditions at the site. 3.3 Bidders shall examine existing site improvements, and conditions, utilities, and streets to determine all conditions, which will affect the Work, as well as, being aware of ingress/egress requirements of the adjacent La Perla Condominium. 4. INTERPRETATION OF BIDDING DOCUMENTS 4.1 All questions requiring clarification or interpretation of the Bidding Documents shall be made in writing and shall reach the office of the Owner at least 5 days prior to the date for receipt of bids. Direct all requests to the attention of the Project Engineer Bob McSweeney at Calvin, Giordano & Associates, Inc., 1800 Eller Drive Suite 600, Fort Lauderdale, FL 33316; Fax: 954-921-8807; Phone: 954-921-7781. 4.2 Any modification or interpretation of the Bidding Documents will be made by Addendum to all who are recorded by the Engineer as having received a complete set of Bidding Documents and listed planholders from DemandStar. 4.3 Interpretations or modifications of Bidding Documents made in any manner other than by Addendum will not be binding. 4.4 A Bidder, prior to submitting his Bid, shall ascertain that he has received all Addenda issued, and shall acknowledge their receipt in the Bid Form. 5. SUBSTITUTIONS 5.1 Bidders represent that their Bid is based upon the materials and equipment described in the Bidding Documents, as well as, the requirements of all AHJ's whether shown on the plans or not. 5.2 Requests for substitutions will be considered prior to receipt of bids if they reach the Engineer at least 5 days prior to the date for receipt of bids. 08/12 00100-2 11-4179 5.3 Acceptance by the Engineer of a proposed substitution will be issued in the form of an Addendum or Substitution Request Form. 6. QUALIFICATION OF BIDDERS 6.1 If requested, the Bidder shall submit to the Engineer, prior to award of contract, a properly completed Contractors Qualification Statement, along with any other evidence of his satisfactory experience and ability to perform the proposed Work. 6.2 If requested by the Owner, the Bidder shall submit a certified financial statement, prepared within the past 30 days, indicating current financial resources, liabilities, capital equipment, and past history performance. 6.3 Bidders may be disqualified and their bids rejected for any of the following specific reasons: a. Reason to believe that collusion exists among Bidders. b. Determination of lack of competency as may be revealed by qualification statements, financial statements, experience records, or other questionnaires. c. The Bidders uncompleted work load which in the judgment of the Owner, may cause detrimental impact on prompt completion of this project. d. The Bidder is involved in any litigation against the Owner. e. The Bidder has defaulted on any previous contract or is in arrears on any existing contract. f. The submittal of more than one proposal from an individual, firm, partnership, corporation or association under the same or different names. g. The Bidder, or its principals, have outstanding code enforcement violations with the City of Sunny Isles Beach. 6.4 It shall be a requirement of this bid that there are no related party transactions between the bidder and any employee, agent or contractor of the City of Sunny Isles Beach. Any bidder who is a related party, as noted herein, will be considered non-responsive and the proposal and bid bond will be immediately returned. A bidder will be considered a related party if the bidder has an ownership interest or is in any way related to an employee, agent, consultant or contractor of the City, is a sub-consultant of an employee, agent, consultant or contractor, and can influence the management or operating policy of the other to an extent that one of the transacting parties might be prevented from fully pursuing its own separate interests. 08/12 00100-3 11-4179 7. PERFORMANCE OF WORK BY CONTRACTOR: 7.1 The Contractor shall perform on the site and with his own forces, work equivalent to at least forty percent (40%) of the total amount of work to be performed under this contract. After the contract is awarded, and during the progress of the work, the Owner reserves the right to reduce the percentage of work performed by the contractor's own forces. 8. BID PREPARATION 8.1 Prepare bids on the forms provided by the Engineer with all blanks on the Bid Form filled in by typewriter or written in ink. 8.2 State total base bid amount in both words and figures. In case of a discrepancy between the two, the amount written in words shall govern. 8.3 Bids shall include the legal name and address of the Bidder and indicate whether the Bidder is a sole proprietor, a partnership, a corporation, or other legal entity. a. Individual - provide name and post office address. b. Partnership - provide name and post office address of each member of the partnership. c. Corporation - provide name and post office address of person signing the form and legal evidence of his authority to do so; names and addresses of the corporation president, secretary and treasurer; name of state where chartered; and affixed with the seal of the corporation, attested by the secretary. 8.4 Bids shall include documentation required by the Florida "Trench Safety Act." The Trench Safety Act form is included within the Bid Form Section for completion by the Contractor and review by the Owner. The unit prices presented in the Bid shall include the Bidders cost of compliance with the applicable trench safety standards. 8.5 All Unit Price Bids requested on the Bid Form shall be bid. 9. BID SUBMITTAL 9.1 Submit one (1) original and five (5) copies of the Bid Form, the bid security, the list of Subcontractors, and other requested attachments, enclosed in a sealed opaque envelope, addressed to the entity receiving the bids as stated in the Advertisement for Bids. The envelope shall be further identified with the Project name, the Bidder's name and address, and the words "BID ENCLOSED". 08/12 00100-4 11-4179 9.2 Deposit Bids at the designated location on or before the time and date for receipt of Bids indicated in the Advertisement for Bids. Bids received after the time and date indicated for receipt of Bids will be returned unopened. 10. BID SECURITY 10.1 Each Bid shall be accompanied by a cashiers check drawn on any State or National Bank in Florida, or an acceptable Bidders Bond, payable unconditionally to the Owner, in an amount of five percent (5%) of the amount of the total Bid. 10.2 Failure of the successful Bidder to enter into the Contract in accordance with his Bid, or failure to furnish the required bonds will be just cause for an annulment of the award with the amount of the bid security being forfeited to the Owner as liquidated damages, not as a penalty. 10.3 Should a Bid Bond be used, acceptable surety companies shall be determined from the latest United States Treasury Department's list of companies holding certificates of authority as acceptable Sureties on Federal Bonds. Requirements for Acceptable Surety Companies are outlined in Item 15.4. 10.4 The Owner may retain the bid security of those Bidders to whom an award may be considered until successful execution of the Contract and bonds; or the specified time for holding bids has elapsed; or all Bids have been rejected. 11. MODIFICATION AND WITHDRAWAL OF BID 11.1 Prior to the time of bid opening, a Bidder may withdraw his Bid at any time, but may not resubmit it. Bids may not be modified after submittal. 11.2 After the bid opening, no Bid may be withdrawn, canceled or modified for a period of 90 days after the time and date designated for the receipt of bids. 12. OPENING OF BIDS 12.1 Bids submitted will be opened publicly and read aloud at the time and place stated in the Advertisement for Bids. 13. GOVERNING LAWS AND REGULATIONS 13.1 Bidders shall be familiar with all federal, state, and local laws, ordinances, rules, and regulations that may in any way affect the Work. 13.2 Trench Safety Act: The Occupational Safety and Health Administration excavation safety standards, 29 CFR 1926.650 Subpart P trench safety standards will be in effect during the period of construction of the Project. 08/12 00100-5 11-4179 In compliance with current State of Florida statutes, the Bidder shall provide documentation required by the Florida Trench Safety statute to the Owner, in conjunction with the Bid Form. 14. LIQUIDATED DAMAGES AND EARLY COMPLETION BONUS 14.1 The Owner may incur financial loss if the Work is not substantially complete by the date set forth in the Agreement. The Contractor (and his Surety) shall be liable for liquidated damages in accordance with the Supplementary Conditions and the Agreement. 15. PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 15.1 With the execution and delivery of the Contract, the Bidder shall furnish the following Surety bonds of the forms contained herein: a. Performance Bond guaranteeing full and faithful execution of the Work in an amount equal to 100 percent of the Contract Sum, and including guaranteed repair and maintenance of all defects due to faulty materials and workmanship that appear within one year after completion of contract. b. Labor and Material Payment Bond guaranteeing full and proper protection of all claimants supplying labor and materials in the Work in an amount equal to 100 percent of the Contract Sum. 15.2 Bonds shall be executed by Surety authorized to do business in the State of Florida and listed on the latest U.S. Treasury Department list of companies holding certificates of authority as acceptable sureties on Federal Bonds. 15.3 Bonds executed by an Attorney-in-Fact on behalf of the Surety, shall have affixed thereto a certified and current copy of Power of Attorney, indicating the monetary limit of such power. 15.4 Qualifications: As to companies being rated acceptable: A Bid Bond and Performance and Payment Bond must be executed by a Surety Company of recognized standing, authorized to do business in the State of Florida and having been in business with a record of successful continuous operation for at least (5) years. In addition to the above — minimum qualifications, the Surety Company must meet the following additional qualifications. 1. The City will accept a surety bond from a company with a rating of B++ or better for bonds up to $1 million, provided, however, that if any Surety Company appears on the watch list that is published quarterly by Intercom of the Office of the Florida Insurance 08/12 00100-6 11-4179 Commissioner, the City shall review and either accept or reject the Surety Company based on the financial information available to the City. A Surety Company that is rejected by the City may be substituted by the bidder or proposer with a surety company acceptable to the City, only if the bid amount does not increase. a. The Surety Company shall have at least the following minimum ratings: Amount of Bond Policyholder's Rating Financial Size Category 100,000 to 1,000,000 B++ Class V or higher 1,000,001 to 2,000,000 A- Class VI or higher 2,000,001 to 5,000,000 A Class VII or higher b. All Surety Companies are subject to review and approval by the Owner and may be rejected without cause. All bonds signed by an Agency must be accompanied by a certificate of authority to act. 15.5 The Surety Company shall submit verification from the Department of Insurance Office of the Treasurer stating the surety company's license and certificate of authorization to do business in the State of Florida. 16. SUBCONTRACTOR LIST 16.1 In conjunction with the Bid Form, Bidder shall submit a list of names of the subcontractors and major material suppliers proposed for the principal portions of the Work. Submit list on form provided by the Engineer. 16.2 Prior to award of Contract, the Owner will notify the Bidder in writing if they have an objection to any person or entity listed. Upon such reasonable objection, the Bidder shall propose an acceptable substitute person or entity in accordance with Article 6.06 of the General Conditions. 17. BID PROTEST 17.1 In the event of a timely protest, the City Manager or his/her designee shall stay the award of the contract unless, after consulting with the City Attorney and the affected director, he/she determines that the award of the contract without delay is necessary to protect substantial interests of the Owner. 17.2 The City shall require a deposit from a protester to compensate the Owner for the expenses of administering the protest. If the protest is decided in the protester's favor, the entire deposit shall be returned to the protester. If the protest is not decided in the protester's favor, the deposit shall be forfeited to the Owner. The deposit shall be in the form of a cashier's check and shall be in the amount of 3% (three percent) of the amount of 08/12 00100-7 11-4179 the estimated price quoted, bid or proposal amount, or $30,000.00 (thirty thousand dollars), whichever is less. 18. CONTRACT AWARD AND EXECUTION 18.1 Until final award of Contract, the Owner reserves the right to reject any and all Bids, with or without cause; to waive any informality or irregularity; or to accept the Bid which is in the best interest of the Owner. 18.2 It is the intent of the Owner to award a Contract to the lowest responsible and responsive bidder whose bid best serves the interests of, and represents the best value to, the Owner pursuant to the criteria set forth in Section 62-8 of the City Code of Sunny Isles Beach, and whose Bid is in conformance with the Bidding Documents and does not exceed the funds available. Price is only a factor in determining the lowest responsible and responsive bidder. 18.3 Upon acceptance of a Bid and award of the Contract, the successful Bidder shall deliver the executed Contract, along with required bonds and any other items requested, to the Owner within 10 days. Failure to do so will be deemed as a breach of agreement by the Bidder and result in forfeiture of bid security as described in the Instructions to Bidders. 18.4 The Owner reserves the right to hold all proposals and bid guarantees for a period not to exceed 90 days after the date of bid opening stated in the Advertisement for Bids. 18.5 The award of the contract, if it is awarded, will be to the lowest responsible and responsive bidder whose bid best serves the interests of, and represents the best value to, the Owner pursuant to the criteria set forth in Section 62-8 of the City Code of Sunny Isles Beach, and whose proposal shall comply with the requirements of the Contract Documents. Time is of the essence for this project and the time limits set in the proposal, if set by the bidder, will be accorded weight by the Owner in the determination of the best proposal. In no case will the award be made until all necessary investigations have been made into the responsibility of the bidder and the Owner is satisfied that the bidder is qualified to do the Work and have the necessary organization, capital and equipment to carry out the provisions of the contract to the satisfaction of the Owner within the time specified. 18.7 If the Contractor feels that a problem exists either prior to, or during the bid opening, he/she shall contact the City (within 24 hours of the bid opening) and follow the City's current policy for bid protests. 18.8 The Owner reserves the right to award as a total contract any combination of the Unit Price Bid Schedule Items that would be in the best interest of the Owner. 08/12 00100-8 11-4179 19. CASH ALLOWANCES 19.1 The Bidder is advised that a space is provided in the Bid Form, Document 00300, for this purpose only. The Contractor shall not proceed on any additional work to be covered by allowances until authorized in writing by the Engineer. Such work shall be approved by the Owner, shall be within the scope of work defined by this Contract and shall not exceed the amount indicated in the Bid Form. Any amount remaining in the Cash Allowance will be retained by the Owner. END OF DOCUMENT 08/12 00100-9 11-4179 SECTION 00300 BID FORM Bid of Address Phone Sealed bids for the construction of water & sewer, telecommunications (AT&T, ABB), service utilities for the new City of Sunny Isles Beach Newport Fishing Pier and Restaurant Utilities. The scope of work shall include installation of approximately 400 linear feet of an eight (8) inch PVC water main, 70 linear feet of four (4 inch) PVC fire main, fire hydrant assembly and a 60 linear feet of a four (4) inch PVC sewer lateral extension. All paver driveway/ parking area restoration, landscape restoration, curb & gutter restoration, and maintenance of traffic shall be considered and included in this bid. To CITY OF SUNNY ISLES BEACH 18070 Collins Avenue, Suite 250 Sunny Isles Beach, Florida 33160 The undersigned Bidder has carefully examined the Bidding Documents and the site of the proposed work and is familiar with the nature and extent of the work and any local conditions that may in any manner affect the work to be done. The undersigned Bidder agrees to do all the work and furnish all materials called for by the Bidding Documents, in the manner prescribed therein and to the standards of quality and performance established by the Engineer for the unit price amounts stated in the spaces herein provided, for each of the items or combination of items stipulated. Unit price line items shall include cost of implementing all applicable safety requirements. Bidder acknowledges that estimated quantities scheduled are approximated for the sole purpose of obtaining comparative bids for determination of the lowest responsible and responsive bidder whose bid best serves the interest of, and represents the best value to, the Owner pursuant to the criteria set forth in Section 62-8 of the City Code, and that actual quantities required may increase or decrease. Bidder further agrees that payments will be made on the basis of actual quantities placed and accepted in the construction. Bidder acknowledges that price is only a factor in determining the lowest responsible and responsive bidder. BID SECURITY Accompanying this Bid is a certified or cashier's check or a bid bond in the amount of 5%of the bid made payable to the Owner which may be forfeited as liquidated damages if, in the event this proposal is accepted, the undersigned fails to execute the Agreement and furnish and pay for the required performance and payment bonds for the Owner within 10 days after acceptance of the Bid; otherwise said certified or cashier's check or bid bond will be returned to the undersigned. 08/12 00300-1 11-4179 The undersigned Bidder agrees to commence work within 30 days after the date of written Notice to Proceed, and further agrees to substantially complete the work within 90 consecutive calendar days after the date of written Notice to Proceed, subject to such extensions of time allowed by the Conditions of the Contract. The undersigned Bidder also agrees to complete the entire work within 90 days after the Contract time commences to run. The undersigned Bidder agrees that this Bid shall be good and may not be withdrawn for a period of 90 days after the scheduled closing time for receiving bids. The undersigned further agrees to forfeit to the Owner, as liquidated damages for each calendar day elapsing between the date established as the date of final completion and the actual date of final completion of the contract work, the amount of $2,000.00 per calendar day. 08/12 00300-2 11-4179 ADDENDA Bidder acknowledges the receipt of Addendum No.'s 1. , 2. , 3. , 4. , 5. Dated this day of (month) (year) Contractor: Address: SEAL Attachments: Subcontractor List Bid Security Trench Safety Act documentation END OF DOCUMENT 08/12 00300-3 11-4179 DOCUMENT 00401 BID BOND BIDDER (Name and Address): SURETY (Name and Address of Principal Place of Business): OWNER (Name and Address): CITY OF SUNNY ISLES BEACH 18070 Collins Avenue Sunny Isles Beach, Florida 33160 BID BID DUE DATE: 11-13-2012 at 10:00 am PROJECT (Brief Description including Location): Sealed bids for the construction of water & sewer, telecommunications (AT&T, ABB), for the new City of Sunny Isles Beach Newport Fishing Pier and Restaurant Utilities. The scope of work shall include installation of approximately 400 linear feet of an eight (8) inch PVC water main, 70 linear feet of four (4 inch)PVC fire main, fire hydrant assembly and a 60 linear feet of a four (4) inch PVC sewer lateral extension. All paver driveway/ parking area restoration, landscape restoration, curb & gutter restoration, and maintenance of traffic shall be considered and included in this bid. BOND NUMBER: DATE: (Not later than Bid Due Date): PENAL SUM: IN WITNESS WHEREOF, Surety and Bidder, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Bid Bond to be duly executed on its behalf by its authorized officer, agent, or representative. BIDDER SURETY (Seal) (Seal) Bidder's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Signature and Title Signature and Title (Attach Power of Attorney) Attest: Attest: Signature and Title Signature and Title Note: (1) Above addresses are to be used for giving required notice. (2) Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable. 08/12 00401-1 11-4179 1. Bidder and Surety, jointly and severally, bind 5. Surety waives notice of and any and all defenses themselves, their heirs, executors, administrators, based on or arising out of any time extension to issue notice successors and assigns to pay to Owner upon default of of award agreed to in writing by Owner and Bidder,provided Bidder any difference between the total amount of Bidders that the total time for issuing notice of award including bid and the total amount of the bid of the next lowest, extensions shall not in the aggregate exceed 120 days from responsible and responsive bidder as determined by Owner Bid Due Date without Surety's written consent. for the Work required by the Contract Documents, provided that: 6. No suit or action shall be commenced under this Bond 1.1. If there is no such next lowest, responsible and prior to 30 calendar days after the notice of default, as responsive bidder, and Owner does not required in Paragraph 4 above, is received by Bidder and abandon the Project, then Bidder and Surety Surety and in no case later than one year after Bid Due shall pay to Owner the penal sum set forth on Date. the face of this Bond,and 1.2. In no event shall Bidders and Surety's obbgation 7. My suit or action under this Bond shall be hereunder exceed the penal sum set forth on commenced only in a court of competent jurisdiction located the face of this Bond. in the state in which the Project is located. 2. Default of Bidder shall occur upon the failure of Bidder 8. Notices required hereunder shall be in writing and to deliver within the time required by the Bidding Documents sent to Bidder and Surety at their respective addresses (or any extension thereof agreed to in writing by Owner)the shown on the face of this Bond. Such notices may be sent executed Agreement required by the Bidding Documents by personal delivery,commercial courier or by United States and any performance and payment bonds required by the Registered or Certified Mail, return receipt requested. Bidding Documents and Contract Documents. postage prepaid, and shall be deemed to be effective upon receipt by the party concerned. 3. This obligation shall be null and void if: 3.1. Owner accepts Bidders bid and Bidder delivers 9. Surety shall cause to be attached to this Bond a within the time required by the Bidding current and effective Power of Attorney evidencing the Documents (or any extension thereof agreed to authority of the officer,agent or representative who executed in writing by Owner) the executed Agreement this Bond on behalf of Surety to execute, seal and deliver required by the Bidding Documents and any such Bond and bind the Surety thereby. performance and payment bonds required by the Bidding Documents and Contract 10. This Bond is intended to conform to all applicable Documents,or statutory requirements. My applicable requirement of any 3.2. All bids are rejected by Owner,or applicable statute that has been omitted from this Bond shall 3.3. Owner fails to issue a notice of award to Bidder be deemed to be included herein as if set forth at length. If within the time specified in the Bidding any provision of this Bond conflicts with any applicable Documents (or any extension thereof agreed to provision of this Bond conflicts with any applicable provision in writing by Bidder and,if applicable,consented of any applicable statute, then the provision of said statute to by Surety when required by paragraph 5 shall govern and the remainder of this Bond that is not in hereof). conflict therewith shall continue in full force and effect. 4. Payment under this Bond will be due and payable 11. The term "bid"as used herein includes a bid, offer or upon default by Bidder and within 30 calendar days after proposal as applicable. receipt by Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness. identifying this Bond and the Project and including a statement of the amount due. 08/12 00401-2 11-4179 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted to [print name of the public entity] by [print individual's name and title] for [print name of entity submitting swom statement] whose business address is and (if applicable) its Federal Employer Identification Number (FEIN) is (If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement: .) 2. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 3. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statues, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. 4. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: 1. A predecessor or successor of a person convicted of a public entity crime; or 2. An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly 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. 08112 00402-1 11-4179 6. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. [Indicate which statement applies] 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. 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, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. 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, nor any 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 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 IDENTIFIED IN PARAGRAPH 1 (ONE) 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. I 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] Sworn to and subscribed before me this day of , 20_. Personally known OR Produced identification Notary Public - State of My commission expires (Type of identification) (Printed typed or stamped commissioned name of notary public) 08/12 00402-2 11-4179 DOCUMENT 00403 TRENCH SAFETY ACT (90-96, Laws of Florida) Bidder acknowledges that included in the appropriate bid items of the proposal and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida) effective October 1, 1990. The bidder further identifies the costs of such compliance to be summarized below: Trench Safety Unit of Unit Unit Extended Measure Measure (Quantity) Cost Cost (Description) (LFSF) A. B. C. D. Total $ If applicable, the Contractor certifies that all trench excavation done within his control in excess of five feet in depth shall be in accordance with the Florida Department of Transportation's Special Provisions Article 125-1 and Subarticle 125-4.1 (TRENCH EXCAVATION SAFETY SYSTEM AND SHORING, SPECIAL -TRENCH EXCAVATION). Failure to complete the above may result in the bid being declared non-responsive. Contractor agrees that the above safety compliances and costs are included in his bid package. Signature of Bidding Contractor END OF DOCUMENT 08/12 00403-1 11-4179 DOCUMENT 00420 INFORMATION REQUIRED FROM BIDDERS GENERAL INFORMATION The Bidder shall furnish the following information. Failure to comply with this requirement may cause its rejection. Additional sheets shall be attached as required. 1. Contractor's Name/Address: 2. Contractor's Telephone Number: 3. Contractor's License: Primary Classification: 4. Number of years as a Contractor in construction work of the type involved in this Contract: 5. List the names and titles of all officers of Contractor's firm: 6. Name of person who inspected site or proposed work for your firm: Name: Date of Inspection: 7. What is the last project of this nature you have completed? 8. Have you ever failed to complete work awarded to you; if so, where and why? 08/12 00420-1 11-4179 9. Name three individuals or corporations for which you have performed work and to which you refer: 10. List the following information concerning all contracts on hand as of the date of submission of this proposal. (In case of co-venture, list the information for all co-ventures). NAME TOTAL CONTRACTED OF CONTRACT DATE OF COMPLETION PROJECT CITY VALUE COMPLETION TO DATE (Continue list on inset sheet, if necessary) 11. What equipment do you own that is available for the work? 12. What equipment will you purchase for the proposed work? NOTE:Attach additional sheets if required. If requested by the City, the Bidder shall furnish a notarized financial statement, references and other information, sufficiently comprehensive to permit an appraisal of his current financial condition. 08/12 00420-2 11-4179 LIST OF SUBCONTRACTORS The Bidder SHALL list below the name and address of each Subcontractor who will perform work under this Contract in excess of one-half percent of the total bid price, and shall also list the portion of the work which will be done by such Subcontractor. After the opening of Proposals, changes or substitutions will be allowed with written approval of the City of Sunny Isles Beach. Subcontractors must be properly licensed. Work to be Performed Subcontractor's Name/Address 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. NOTE: Attach additional sheets if required. 08/12 00420-3 11-4179 EJCDC STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ON THE BASIS OF A STIPULATED PRICE THIS AGREEMENT is dated as of the day of in the year 20_by and between CITY OF SUNNY ISLES BEACH (hereinafter called OWNER) and . (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Sealed bids for the construction of water & sewer, telecommunications (AT&T, ABB), for the new City of Sunny Isles Beach Newport Fishing Pier and Restaurant Utilities. The scope of work shall include installation of approximately 400 linear feet of an eight (8) inch PVC water main, 70 linear feet of four (4 inch)PVC fire main, fire hydrant assembly and a 60 linear feet of a four (4) inch PVC sewer lateral extension. All paver driveway/ parking area restoration, landscape restoration, curb & gutter restoration, and maintenance of traffic shall be considered and included in this bid. Article 2. ENGINEER. The Project has been designed by: Calvin, Giordano&Associates, Inc. 1800 Eller Drive, Suite 600 Fort Lauderdale, FL 33316 (954) 921-7781 who is hereinafter called ENGINEER and who is to act as OWNER'S representative, assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIMES. 3.1. The Work will be substantially completed within 90 calendar days after the date when the Contract Times commence. 3.2. LIQUIDATED DAMAGES. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense and difficulties involved in proving the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER Two Thousand and 00/100 dollars ($2000.00) for each day that expires after the time specified in paragraph 3.1 for each Substantial Completion date until the Work is substantially complete. If CONTRACTOR shall neglect, refuse or fail to complete the project by the project completion date within the time specified in paragraph 3.1 for completion and readiness for final payment or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER Two Thousand 08/12 00500-1 11-4179 and 00/100 dollars ($2000.00) for each day that expires after the time specified in paragraph 3.1 for completion and readiness for final payment. Article 4. CONTRACT PRICE. OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to paragraphs 4.1 below: FOR A LUMP SUM CONTRACT OF: TOTAL BASE BID (Lump sum, Unit prices, and contingency items) (use words) ($) figures As provided in paragraph 11.03 of the General Conditions estimated quantities are not guaranteed, and determinations of actual quantities and classification are to be made by ENGINEER as provided in paragraph 9.08 of the General Conditions. Unit prices have been computed as provided in paragraph 11.03.B of the General Conditions. Article 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. Progress Payments; Retainage. OWNER shall make progress payments on account of the contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER, on or about the last day of each month during construction as provided in paragraphs 5.1.1. and 5.1.2. below. All such payments will be measured by the schedule of values established in paragraph 2.07 of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements. 5.1.1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.02 of the General Conditions. 90 % of Work completed (with the balance being retainage). If Work has been 50% completed as determined by ENGINEER, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER, on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed, in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90 % (with the balance being retainage) of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.02 of the General Conditions and within Section 9-6.5 partial payments as provided in FDOT Standard Specifications for Road and Bridge Construction. 5.1.2. When circumstances beyond the CONTRACTORS control arise (as determined by the OWNER)the OWNER may allow the total payment to the CONTRACTOR to increase to 98% of the contract price (with the balance being retainage), less such amounts as 08/12 00500-2 11-4179 ENGINEER shall determine, only after receipt of the final as-builts and upon substantial completion of the project and in accordance with Paragraph 14.02 of the General Conditions. 5.2. Final Payment. Upon final completion and acceptance of the Work in accordance with paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.07. Article 6. INTEREST. (Not Applicable) Article 7. CONTRACTOR'S REPRESENTATIONS. In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations: 7.1. CONTRACTOR has examined and carefully studied the Contract Documents (including the Addenda listed in paragraph 8) and the other related data identified in the Bidding Documents including "technical data." 7.2. CONTRACTOR has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 7.3. CONTRACTOR is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work. 7.4. CONTRACTOR has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) which have been identified in the Supplementary Conditions as provided in paragraph 4.2.1. of the General Conditions. CONTRACTOR accepts the determination set forth in paragraph SC-4.2 of the Supplementary Conditions of the extend of the "technical data" contained in such reports and drawings upon which CONTRACTOR is entitled to rely as provided in paragraph 4.2 of the General Conditions. CONTRACTOR acknowledges that such reports and drawings are not Contract Documents and may not be complete for CONTRACTOR's purposes. CONTRACTOR acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract Documents with respect to Underground Facilities at or contiguous to the site. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all such additional supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto. CONTRACTOR does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the performance and furnishing of the Work at the contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents. 7.5. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. 7.6. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. 7.7. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR, and the Contract Documents 08/12 00500-3 11-4179 are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Article 8. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR concerning the Work consist of the following: 8.1. This Agreement(pages 1 to """7' inclusive). 8.2. Exhibits to this Agreement (page???_inclusive). 8.3. Performance, Payment, and other Bonds, identified as exhibits 00600 and 00601 and consisting of 4 pages. 8.4. Notice to Proceed. 8.5. General Conditions(pages 00700-1 to 00700-44 inclusive). 8.6. Supplementary Conditions (pages 00800-1 to 00800-14 inclusive) and any amendments thereto. 8.7. Specifications bearing the title Specifications and consisting of 16 divisions. 8.8. Drawings consisting of a cover sheet and sheets numbered as specified in the Drawing Index. 8.9. Addenda No. 1 through 5 inclusive.?? 8.10. CONTRACTOR's Bid. 8.11. Documentation submitted by CONTRACTOR prior to Notice of Award (pages N/A to N/A inclusive). 8.12. The following which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto: All Written Amendments and other documents amending, modifying or supplementing the Contract Documents pursuant to paragraph 3.04 of the General Conditions. 8.13 Amendments and Additions to the Standard General Conditions of the Construction Contract and the Supplementary Conditions, identified as exhibits N/A and N/A and consisting of 0 pages. The documents listed in paragraphs 8.2 et seq. above are attached to this Agreement (except as expressly noted otherwise above). There are no Contract Documents other than those listed above in this Article 13. The Contract Documents may only be amended, modified or supplemented as provided in paragraph 3.04 of the General Conditions. Article 9. MISCELLANEOUS. 9.1. Terms used in this Agreement which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 9.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party thereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless 08/12 00500-4 11-4179 specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 9.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements and obligations contained in the Contract Documents. 9.4. Any provisions or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provisions or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 9.5. OTHER PROVISIONS. 9.5.1. DRAWINGS See Index Sheet on Drawings 9.5.2. In accordance with the indemnification provision contained in the General Conditions, the CONTRACTOR agrees to indemnify and save harmless the CITY OF SUNNY ISLES BEACH, and their agents and employees, from or on account of any injuries or damages received or sustained by any person or person during or on account of any operations connected with the construction of all Work; or by or in consequence of any negligence in connection with the same; or by use of any improper materials or by or on account of any act or omission of the said Contractor, subcontractor, agents, servants, or employees; and 9.5.3. The CONTRACTOR agrees to maintain in force at all times during the life of the construction, public liability insurance, by separate certificate, in an amount not less than $1,000,000 for injuries, including willful death, to any one person and subject to those same limits for each person, in an amount not less that $1,000,000 for damages as a result of each occurrence and property damage insurance and in an amount not less than $1,000,000 for damages on any one occurrence. Such policy shall specifically protect the CITY OF SUNNY ISLES BEACH, AND their agents and employees, by making them an additional insured, and shall not be modified or canceled without thirty (30) days written notice to the CITY OF SUNNY ISLES BEACH. 9.5.4 Should the final completion and acceptance of the work herein embraced together with any modification or additions be delayed beyond the time herein set because of lace of performance by the Contract, it is understood and agreed that aside from any other liquidated damage per day for such delay from such time until the work is completed and accepted as herein provided, all costs of engineering and inspection on behalf of the Owner will be charged to the contractor and deducted from any estimate or payment otherwise due and payable to him from time to time. The costs of engineering and inspection which may be charged to the Contractor by the Owner under this article shall be equal to the Engineer's charges to the Owner. IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in Five (5) parts. One counterpart each has been delivered to OWNER, CONTRACTOR and ENGINEER. All portions of the Contract Documents have been signed, initialed or identified by OWNER and CONTRACTOR or identified by ENGINEER on their behalf. 08/12 00500-5 11-4179 This Agreement will be effective on _ , 20_(which is the Effective Date of the Agreement). ATTEST: By [CORPORATE SEAL] [CORPORATE SEAL] Address for giving notices License No. Agent for service of process (If CONTRACTOR is a corporation, attached evidence of authority to sign). 08/12 00500-6 11-4179 SIGNATURE PAGE FOR CONTRACTS/AGREEMENTS CITY EXECUTIONS IN WITNESS WHEREOF, the parties hereto have made and executed this (Agreement or Contract) on the respective dates under each signature: City of Sunny Isles Beach through its City Commission, signing by and through its Mayor, authorized to execute same by Commission action on the day of ; and CONTRACTOR authorized to execute same. CITY OF SUNNY ISLES BEACH, through its City Commission ATTEST: By: Norman S. Edelcup, Mayor day of ,2012 Jane Hines, City Clerk Approved as to form and legality by By: Office of the City Attorney City Manager day of ,2012 By: Hans Ottinot, City Attorney day of ,2012 (CITY SEAL) 08/12 00500.7 11-4179 CERTIFICATE AS TO CORPORATE PRINCIPAL I, , certify that I am the of , and that , who signed the Bid with City of Sunny Isles, Dade County Florida for , City Bid No. is of said Corporation with full authority to sign said Bid on behalf of the Corporation. Signed and sealed this_day of , 20_ (SEAL) Signature Typed w/Title STATE OF FLORIDA COUNTY OF DADE SWORN TO AND SUBSCRIBED before me this day of , 20_ My Commission Expires: Notary Public 08/12 00500-8 11-4179 CERTIFICATE AS TO AUTHORIZED CORPORATE PERSONNEL I, , certify that I am the of who signed the Bid with City of Sunny Isles Beach, Dade County Florida for the project titled , Consultant Project No. , and that the following persons have the authority to sign payment requests on behalf of the Corporation: (Signature) (Typed Name w/Title) (Signature) (Typed Name w/Title) (Signature) (Typed Name w/Title) Signed and sealed this_day of , 20_. (SEAL) Signature Typed w/Title STATE OF FLORIDA COUNTY OF DADE SWORN TO AND SUBSCRIBED before me this_day of , 20_ My Commission Expires: Notary Public 08/12 00500-9 11-4179 THIS PAGE INTENTIONALLY LEFT BLANK 08/12 00500-10 11-4179 Construction Payment Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): OWNER (Name and Address): CITY OF SUNNY ISLES BEACH 18070 Collins Avenue Sunny Isles Beach, Florida 33160 CONSTRUCTION CONTRACT Date: Amount: $ Description (Name and Location): Newport Fishing Pier and Restaurant Utilities Sealed bids for the construction of water & sewer, telecommunications (AT&T, ABB), for the new City of Sunny Isles Beach Newport Fishing Pier and Restaurant Utilities. The scope of work shall include installation of approximately 400 linear feet of an eight(8) inch PVC water main, 70 linear feet of four(4 inch)PVC fire main, fire hydrant assembly and a 60 linear feet of a four (4) inch PVC sewer lateral extension. All paver driveway/ parking area restoration, landscape restoration, curb &gutter restoration, and maintenance of traffic shall be considered and included in this bid. BOND Date (Not earlier than Construction Contract Date): Amount: $ Modifications to this Bond Form: CONTRACTOR AS PRINCIPAL SURETY Company (Corp. Seal) Company (Corp. Seal) Signature: Signature: Name and Title: Name and Title: CONTRACTOR AS PRINCIPAL SURETY Company (Corp. Seal) Company (Corp. Seal) Signature: Signature: Name and Title: Name and Title: 08/12 00600-1 11-4179 EJCDC No. 1910-28B(1984 Edition) Prepared through thejoint efforts of the Surety Association of America.Engineers'Joint Contract Documents Committee.The Associated General Contractors of America.American Institute of Architects.American Subcontractors Association.and the Associated Specialty Contractors. 1. The Contractor and the Surety, jointly and severalty, bind Construction Contract and to satisfy claims, if any, under any themselves, their heirs, executors, administrators, successors and Construction Performance Bond. By the Contractor furnishing and the assigns to the Owner for the performance of the Construction Contract, Owner accepting this Bond. they agree that all funds earned by the which is incorporated herein by reference. Contractor in the performance of the Construction Contract are dedicated 2. With respect to the Owner,this obligation shall be null and void if the to satisfy obligations of the Contractor and the Surety under this Bond, Contractor: subject to the Owner's priority to use the funds for the completion of the 2.1. Promptly makes payment,directly or indirectly,for all sums due work. Claimants,and 9. The Surety shall not be liable to the Owner,Claimants or others for 2.2. Defends, indemnities and holds harmless the Owner from all obligations of the Contractor that are unrelated to the Construction claims, demands, liens or suits by any person or entity who Contract. The Owner shall not be liable for payment of any costs or fumished labor, materials or equipment for use in the expenses of any Claimant under this Bond, and shall have under this performance of the Construction Contract, provided the Owner Bond no obligations to make payments to, give notices on behalf of, or has promptly notified the Contractor and the Surety (at the otherwise have obligations to Claimants under this Bond. address described in Paragraph 12) of any claims, demands, 10. The Surety hereby waives notice of any change, including changes liens or suits and tendered defense of such claims, demands, of time, to the Construction Contract or to relate subcontracts, purchase liens or suits to the Contractor and the Surety, and provided orders and other obligations. there is no Owner Default. 11. No suit or action shall be commenced by a Claimant under this Bond 3. With respect to Claimants,this obligation shall be null and void if the other than in a court of competent jurisdiction in the location in which the Contractor promptly makes payment, directly or indirectly, for all sums work or part of the work is located or after the expiration of one year from due. the date (1) on which the Claimant gave the notice required by 4. The Surety shall have no obligation to Claimants under this Bond Subparagraph 4.1 or Clause 4.2 (iii), or (2) on which the last labor or until: service was performed by anyone or the last materials or equipment were 4.1. Claimants who are employed by or have a direct contract with furnished by anyone under the construction Contract,whichever of(1) or the Contractor have given notice to the Surety(at the address (2)first occurs. If the provisions of this Paragraph are void or prohibited described in Paragraph 12) and sent a copy, or notice thereof, by law, the minimum period of limitation available to sureties as a to the Owner, stating that a claim is being made under this defense in the jurisdiction of the suit shall be acceptable. Bond and.with substantial accuracy,the amount of the claim. 12. Notice to the Surety,the Owner or the Contractor shall be mailed or 4.2. Claimants who do not have a direct contract with the delivered to the address shown on the signature page. Actual receipt of Contractor: notice by Surety, the Owner or the Contractor. however accomplished, 1. Have furnished written notice to the Contractor and sent a shall be sufficient compliance as of the date received at the address copy,or notice thereof.to the Owner,within 90 days after shown on the signature page. having fast performed labor or last furnished materials or 13. When this Bond has been fumished to comply with a statutory or equipment included in the claim stating, with substantial other legal requirement in the location where the construction was to be accuracy, the amount of the claim and the name of the performed, any provision in this Bond conflicting with said statutory or party to whom the materials were furnished or supplied or legal requirement shall be deemed deleted herefrom and provisions for whom the labor was done or performed: and conforming to such statutory or other legal requirement shall be deemed 2. Have either received a rejection in whole or in part from incorporated herein. The intent is.that this Bond shall be construed as a the Contractor,or not received within 30 days of furnishing statutory bond and not as a common law bond. the above notice any communication from the Contractor 14. Upon request by any person or entity appearing to be a potential by which the Contractor has indicated the claim will be beneficiary of this Bond, the Contractor shall promptly furnish a copy of paid directly or indirectly: and this Bond or shall permit a copy to be made. 3. Not having been paid within the above 30 days,have sent 15. DEFINITIONS a written notice to the Surety(at the address described in 15.1.Claimant: An individual or entity having a direct contract with paragraph 12) and sent a copy, or notice thereof, to the the Contractor or with a subcontractor of the Contractor to Owner,stating that a claim is being made under this Bond furnish labor, materials or equipment for use in the and enclosing a copy of the previous written notice performance of the Contract. The intent of this Bond shall be furnished to the Contractor. to include without limitation in the terms labor, materials or 5. If a notice required by Paragraph 4 is given by the Owner to the equipment' that part of water, gas, power, light, heat, oil, Contractor or to the Surety,that is sufficient compliance. gasoline. telephone service or rental equipment used in the 6. When the Claimant has satisfied the conditions of Paragraph 4, the Construction Contract, architectural and engineering services Surety shall promptly and at the Surety's expense take the following required for performance of the work of the Contractor and the actions: Contractor's subcontractors, and all other items for which a 6.1. Send an answer to the Claimant, with a copy to the Owner, mechanic's lien may be asserted in the jurisdiction where the within 45 days after receipt of the claim, stating the amounts labor,materials or equipment were fumished. that are undisputed and the basis for challenging any amounts 15.2.Construction Contract: The agreement between the Owner that are disputed. and the Contractor identified on the signature page, including 6.2. Pay or arrange for payment of any undisputed amounts. all Contract Documents and changes thereto. 7. The Surety's total obligation shall not exceed the amount of this 15.3.Owner Default: Failure of the Owner,which has neither been Bond, and the amount of this Bond shall be credited for any payments remedied nor waived,to pay the Contractor as required by the made in good faith by the Surety. Construction Contract or to perform and complete or comply 8. Amounts owned by the Owner to the Contractor under the with the other terms thereof. Construction Contract shall be used for the performance of the (FOR INFORMATION ONLY—Name,Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): 08/12 00600-2 11-4179 FJCDC No. 1910-28B(1984 Edition) Prepared through the joint efforts of the Surety Association of America.Engineers'Joint Contract Documents Committee,The Associated General Contractors of America American Institute of Architects.American Subcontractors Association,and the Associated Specialty Contractors. Construction Performance Bond Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR (Name and Address): SURETY (Name and Principal Place of Business): OWNER (Name and Address): CITY OF SUNNY ISLES BEACH 18070 Collins Avenue, Suite 250 Sunny Isles Beach, Florida 33160 CONSTRUCTION CONTRACT Date: Amount: $ Description (Name and Location): Newport Fishing Pier and Restaurant Utilities Sealed bids for the construction of water & sewer, telecommunications (AT&T, ABB), for the new City of Sunny Isles Beach Newport Fishing Pier and Restaurant Utilities. The scope of work shall include installation of approximately 400 linear feet of an eight (8) inch PVC water main, 70 linear feet of four (4 inch) PVC fire main, fire hydrant assembly and a 60 linear feet of a four (4) inch PVC sewer lateral extension. All paver driveway/ parking area restoration, landscape restoration, curb &gutter restoration, and maintenance of traffic shall be considered and included in this bid. BOND Date (Not earlier than Construction Contract Date): Amount: $ Modifications to this Bond Form: CONTRACTOR AS PRINCIPAL SURETY Company (Corp. Seal) Company (Corp. Seal) Signature: Signature: Name and Title: Name and Title: CONTRACTOR AS PRINCIPAL SURETY Company (Corp. Seal) Company (Corp. Seal) Signature: Signature: Name and Title: Name and Title: 08/12 00601-1 11-4179 EJCDC No. 1910-28A(1984 Edition) Prepared through the joint efforts of Surety Association of America.Engineers'Joint Contract Documents Committee.The Associated General Contractors of America.American Institute of Architects.American Subcontractors Association,and the Associated Specialty Contractors. 1. The Contractor and the Surety, jointly and severally, bind Owner shall be entitled to enforce any remedy available to the Owner. themselves, their heirs, executors, administrators, successors and 6. After the Owner has terminated the Contractor's right to complete assigns to the Owner for the performance of the Construction Contract, the Construction Contract, and if the Surety elects to act under which is incorporated herein by reference. Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the 2. If the Contractor performs the Construction Contract,the Surety and Surety to the Owner shall not be greater than those of the Contractor the Contractor shall have no obligation under this Bond, except to under the Construction Contract, and the responsibilities of the Owner to participate in conferences as provided in Subparagraph 3.1. the Surety shall not be greater than those of the Owner under the 3. If there is no Owner Default,the Surety's obligation under this Bond Construction Contract. To the limit of the amount of this Bond, but shall arise after: subject to commitment by the Owner of the Balance of the Contract Price 3.1. The Owner has notified the Contractor and the Surety at its to mitigation of costs and damages on the Construction Contract, the address described in Paragraph 10 below,that the Owner is Surety is obligated without duplication for: considering declaring a Contractor Default and has 6.1. The responsibilities of the Contractor for correction of requested and attempted to arrange a conference with the defective work and completion of the Construction Contract: Contractor and the Surety to be held not later than fifteen 6.2. Additional legal, design professional and delay costs days after receipt of such notice to discuss methods of resulting from the Contractor's Default, and resulting from performing the Construction Contract. If the Owner, the the actions or failure to act of the Surety under Paragraph 4: Contractor and the Surety agree, the Contractor shall be and allowed a reasonable time to perform the Construction 6.3. Liquidated damages, or if no liquidated damages are Contract, but such an agreement shall not waive the specified in the Construction Contract, actual damages Owner's right, if any, subsequently to declare a Contractor caused by delayed performance or nonperformance of the Default: and Contractor. 3.2. The Owner has declared a Contractor Default and formally 7. The Surety shall not be liable to the Owner or others for obligations terminated the Contractor's right to complete the contract. of the Contractor that are unrelated to the Construction Contract, and the Such Contractor Default shall not be declared earlier than Balance of the Contract Price shall not be reduced or set off on account twenty days after the Contractor and the Surety have of any such unrelated obligations. No right of action shall accrue on this received notice as provided in Subparagraph 3.1: and Bond to any person or entity other than the Owner or its heirs,executors, 3.3. The Owner has agreed to pay the Balance of the Contract administrators,or successors. Price to the Surety in accordance with the terms of the 8. The Surety hereby waives notice of any change, including changes Construction Contract or to a contractor selected to perform of time,to the Construction Contract or to related subcontracts.purchase the Construction Contract in accordance with the terms of orders and other obligations. the contract with the Owner. 9. Any proceeding, legal or equitable, under this Bond may be 4. When the Owner has satisfied the conditions of Paragraph 3, the instituted in any court of competent jurisdiction in the location in which the Surety shall promptly and at the Surety's expense take one of the work or part of the work is located and shall be instituted within two years following actions: after Contractor Default or within two years after the Contractor ceased 4.1. Arrange for the Contractor, with consent of the Owner, to working or within two years after the Surety refuses or fails to perform its perform and complete the Construction Contract: or obligations under this Bond, whichever occurs first. If the provisions of 4.2. Undertake to perform and complete the Construction limitation available to sureties as a defense in the jurisdiction of the suit Contract itself, through its agents or through independent shall be applicable. contractors: or 10. Notice to the Surety.the Owner or the Contractor shall be mailed or 4.3. Obtain bids or negotiated proposals from qualified delivered to the address shown on the signature page. contractors acceptable to the Owner for a contract for 11. When this Bond has been fumished to comply with a statutory or performance and completion of the Construction Contract, other legal requirement in the location where the construction was to be arrange for a contract to be prepared for execution by the performed, any provision in this Bond conflicting with said statutory or Owner and the contractor selected with the Owner's legal requirement shall be deemed deleted herefrom and provisions concurrence, to be secured with performance and payment conforming to such statutory or other legal requirement shall be deemed bonds executed by a qualified surety equivalent to the bonds incorporated herein. The intent is that this Bond shall be construed as a issued on the Construction Contract, and pay to the Owner statutory bond and not as a common law bond. the amount of damages as described in Paragraph 6 in 12. Definitions. excess of the Balance of the Contract Price incurred by the 12.1. Balance of the Contract Price: The total amount payable by Owner resulting from the Contractor's default: or the Owner to the Contractor under the Construction Contract 4.4. Waive its right to perform and complete. arrange for after all proper adjustments have been made, including completion, or obtain a new contractor and with reasonable allowance to the Contractor of any amounts received or to promptness under the circumstances: be received by the Owner in settlement of insurance or other 1. After investigation, determine the amount for which it claims for damages to which the Contractor is entitled, may be liable to the Owner and, as soon as practicable reduced by all valid and proper payments made to or on after the amount is determined, tender payment behalf of the Contractor under the Construction Contract. therefor to the Owner: or 12.2. Construction Contract: The agreement between the Owner 2. Deny liability in whole or in part and notify the Owner and the Contractor identified on the signature page, citing reasons therefor. including all Contract Documents and changes thereto. 5. If the Surety does not proceed as provided in Paragraph 4 with 12.3. Contractor Default: Failure of the Contractor, which has reasonable promptness, the Surety shall be deemed to be in default on neither been remedied nor waived, to perform or otherwise this Bond fifteen days after receipt of an additional written notice from the to comply with the terms of the Construction Contrail. Owner to the Surety demanding that the Surety perform its obligations 12.4. Owner Default: Failure of the Owner, which has neither under this Bond, and the Owner shall be entitled to enforce any remedy been remedied nor waived,to pay the Contractor as required available to the Owner. If the Surety proceeds as provided in by the Construction Contract or to perform and complete or Subparagraph 4.4, and the Owner refuses the payment tendered or the comply with the other terms thereof. Surety has denied liability, in whole or in part, without further notice the (FOR INFORMATION ONLY—Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): 08/12 00601-2 11-4179 FJCDC No. 1910-28A(1984 Edition) Prepared through the joint efforts of the Surety Association of America.Engineers'Joint Contract Documents Committee.The Associated General Contractors of America.American Institute of Architects.American Subcontractors Association.and the Associated Specialty Contractors. DOCUMENT 00650 ACKNOWLEDGEMENT OF CONFORMANCE WITH O.S.H.A. STANDARDS TO THE CITY OF SUNNY ISLES BEACH We acknowledge and agree that as contractors for the construction of the " ", that we have the sole responsibility for compliance with all requirements of the Federal Occupational Safety and Health Act of 1970, and all State and Local Safety and Health regulations, and agree to indemnify and hold harmless the City of Sunny Isles Beach, and Calvin, Giordano & Associates, Inc., Consulting Engineers against any and all legal liability or loss the District or the Engineer may incur due to failure to comply with such act. ATTEST CONTRACTOR By: ATTEST Title: DATE END OF DOCUMENT 08/12 00650-1 11-4179 This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the Controlling Law. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By A C E C National Society of ASCE American Society Professional Engineers ,i�.K.,C«.rn.s',mvnn.t.,w.,,1,. Professional Engineers inPrivatePractice of Civil Engineers PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN COUNCIL OF ENGINEERING COMPANIES AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by r N. �Im%1� r rmm% trunai r The Associated General Contractors of America tr the&d Emscrmem Construction Specifications Institute EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright D 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-0 08/12 11-4179 Copyright©2002 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314 American Council of Engineering Companies 1015 15th Street, N.W., Washington, DC 20005 American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments conceming their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (No. C-800) (2002 Edition). EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights resen ed. 00700-1 08/12 11-4179 TABLE OF CONTENTS Paae ARTICLE 1 -DEFINITIONS AND TERMINOLOGY 6 1.01 Defined Terms 6 1.02 Terminology 8 ARTICLE 2-PRELIMINARY MATTERS 9 2.01 Delivery of Bonds and Evidence of Insurance 9 2.02 Copies of Documents 9 2.03 Commencement of Contract Times;Notice to Proceed 9 2.04 Starting the Work 9 2.05 Before Starting Construction 9 2.06 Preconstruction Conference 9 2.07 Initial Acceptance of Schedules 9 ARTICLE 3-CONTRACT DOCUMENTS: INTENT,AMENDING, REUSE 10 3.01 Intent 10 3.02 Reference Standards 10 3.03 Reporting and Resolving Discrepancies 10 3.04 Amending and Supplementing Contract Documents 11 3.05 Reuse of Documents 11 3.06 Electronic Data 11 ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 11 4.01 Availability of Lands 11 4.02 Subsurface and Physical Conditions 12 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 4.05 Reference Points 13 4.06 Hazardous Environmental Condition at Site 13 ARTICLE 5-BONDS AND INSURANCE 14 5.01 Performance, Payment, and Other Bonds 14 5.02 Licensed Sureties and Insurers 15 5.03 Certificates of Insurance 15 5.04 Contractor's Liability Insurance 15 5.05 Owner's Liability Insurance 16 5.06 Properly Insurance 16 5.07 Waiver of Rights 17 5.08 Receipt and Application of Insurance Proceeds 17 5.09 Acceptance of Bonds and Insurance; Option to Replace 17 5.10 Partial Utilization, Acknowledgment of Properly Insurer 18 ARTICLE 6-CONTRACTOR'S RESPONSIBILITIES 18 6.01 Supervision and Superintendence 18 6.02 Labor, Working Hours 18 6.03 Services, Materials, and Equipment 18 6.04 Progress Schedule 18 6.05 Substitutes and'Or-Equals" 19 6.06 Concerning Subcontractors, Suppliers, and Others 20 6.07 Patent Fees and Royalties 21 6.08 Permits 21 6.09 Laws and Regulations 21 6.10 Taxes 22 6.11 Use of Site and Other Areas 22 6.12 Record Documents 22 6.13 Safely and Protection 22 6.14 Safety Representative 23 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 02002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-2 08/12 11-4179 6.15 Hazard Communication Programs 23 6.16 Emergencies 23 6.17 Shop Drawings and Samples 23 6.18 Continuing the Work 24 6.19 Contractor's General Warranty and Guarantee 24 6.20 Indemnification 24 6.21 Delegation of Professional Design Services 25 ARTICLE 7-OTHER WORK AT THE SITE 25 7.01 Related Work at Site 25 7.02 Coordination 26 7.03 Legal Relationships 26 ARTICLE 8-OWNER'S RESPONSIBILITIES 26 8.01 Communications to Contractor 26 8.02 Replacement of Engineer 26 8.03 Furnish Data 26 8.04 Pay When Due 26 8.05 Lands and Easements; Reports and Tests 26 8.06 Insurance 26 8.07 Change Orders 26 8.08 Inspections, Tests, and Approvals 26 8.09 Limitations on Owner's Responsibilities 27 8.10 Undisclosed Hazardous Environmental Condition 27 8.11 Evidence of Financial Arrangements 27 ARTICLE 9- ENGINEER'S STATUS DURING CONSTRUCTION 27 9.01 Owner's Representative 27 9.02 Visits to Site 27 9.03 Project Representative 27 9.04 Authorized Variations in Work 27 9.05 Rejecting Defective Work 27 9.06 Shop Drawings, Change Orders and Payments 28 9.07 Determinations for Unit Price Work 28 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work 28 9.09 Limitations on Engineer's Authority and Responsibilities 28 ARTICLE 10-CHANGES IN THE WORK; CLAIMS 28 10.01 Authorized Changes in the Work 28 10.02 Unauthorized Changes in the Work 29 10.03 Execution of Change Orders 29 10.04 Notification to Surety 29 10.05 Claims 29 ARTICLE 11 -COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 30 11.01 Cost of the Work 30 11.02 Allowances 31 11.03 Unit Price Work 31 ARTICLE 12- CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 32 12.01 Change of Contract Price 32 12.02 Change of Contract Times 33 12.03 Delays 33 ARTICLE 13-TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 33 13.01 Notice of Defects 33 13.02 Access to Work 33 13.03 Tests and Inspections 33 13.04 Uncovering Work 34 13.05 Owner May Stop the Work 34 13.06 Correction or Removal of Defective Work 34 13.07 Correction Period 34 13.08 Acceptance of Defective Work 35 13.09 Owner May Correct Defective Work 35 ARTICLE 14- PAYMENTS TO CONTRACTOR AND COMPLETION 36 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 3 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-3 03/12 11-4179 14.01 Schedule of Values 36 14.02 Progress Payments 36 14.03 Contractors Warranty of Title 37 14.04 Substantial Completion 37 14.05 Partial Utilization 38 14.06 Final Inspection 38 14.07 Final Payment 38 14.08 Final Completion Delayed 39 14.09 Waiver of Claims 39 ARTICLE 15- SUSPENSION OF WORK AND TERMINATION 39 15.01 Owner May Suspend Work 39 15.02 Owner May Terminate for Cause 39 15.03 Owner May Terminate For Convenience 40 15.04 Contractor May Stop Work or Terminate 40 ARTICLE 16- DISPUTE RESOLUTION 41 16.01 Methods and Procedures 41 ARTICLE 17- MISCELLANEOUS 41 17.01 Giving Notice 41 17.02 Computation of Times 41 17.03 Cumulative Remedies 41 17.04 Survival of Obligations 41 17.05 Controlling Law 41 17.06 Headings 41 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-J 03/12 11-4179 GENERAL CONDITIONS Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in ARTICLE 1 -DEFINITIONS AND TERMINOLOGY the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1.01 Defined Terms 10. Claim--A demand or assertion by Owner or Contractor seeking an adjustment of Contract A. Wherever used in the Bidding Price or Contract Times, or both, or other relief with Requirements or Contract Documents and printed respect to the terms of the Contract. A demand for with initial capital letters, the terms listed below will money or services by a third party is not a Claim. have the meanings indicated which are applicable to both the singular and plural thereof. In addition to 11. Contract--The entire and integrated terms specifically defined, terms with initial capital written agreement between the Owner and letters in the Contract Documents include references Contractor concerning the Work. The Contract to identified articles and paragraphs, and the titles of supersedes prior negotiations, representations, or other documents or forms. agreements, whether written or oral. 1. Addenda—Written or graphic instruments 12. Contract Documents— Those items so issued prior to the opening of Bids which clarify, designated in the Agreement. Only printed or hard correct, or change the Bidding Requirements or the copies of the items listed in the Agreement are proposed Contract Documents. Contract Documents. Approved Shop Drawings, other Contractor's submittals, and the reports and 2. Agreement--The written instrument which drawings of subsurface and physical conditions are is evidence of the agreement between Owner and not Contract Documents. Contractor covering the Work. 13. Contract Price—The moneys payable by 3. Application for Payment--The form Owner to Contractor for completion of the Work in acceptable to Engineer which is to be used by accordance with the Contract Documents as stated Contractor during the course of the Work in in the Agreement (subject to the provisions of requesting progress or final payments and which is Paragraph 11.03 in the case of Unit Price Work). to be accompanied by such supporting documentation as is required by the Contract 14. Contract Times--The number of days or Documents. the dates stated in the Agreement to: (i) achieve Milestones, if any, (ii) achieve Substantial 4. Asbestos—Any material that contains Completion; and (iii) complete the Work so that it is more than one percent asbestos and is friable or is ready for final payment as evidenced by Engineer's releasing asbestos fibers into the air above current written recommendation of final payment. action levels established by the United States Occupational Safety and Health Administration. 15. Contractor—The individual or entity with whom Owner has entered into the Agreement. 5. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the 16. Cost of the Work-See Paragraph prices for the Work to be performed. 11.01.A for definition. 6. Bidder--The individual or entity who 17. Drawings—That part of the Contract submits a Bid directly to Owner. Documents prepared or approved by Engineer which graphically shows the scope, extent, and 7. Bidding Documents--The Bidding character of the Work to be performed by Requirements and the proposed Contract Contractor. Shop Drawings and other Contractor Documents(including all Addenda). submittals are not Drawings as so defined. 8. Bidding Requirements--The 18. Effective Date of the Agreement--The Advertisement or Invitation to Bid, Instructions to date indicated in the Agreement on which it Bidders, bid security of acceptable form, if any, and becomes effective, but if no such date is indicated, it the Bid Form with any supplements. means the date on which the Agreement is signed and delivered by the last of the two parties to sign 9. Change Order--A document and deliver. recommended by Engineer which is signed by EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights resersed. 00700-5 03/12 11-4179 19. Engineer—The individual or entity named 31. Petroleum--Petroleum, including crude as such in the Agreement oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees 20. Field Order—A written order issued by Fahrenheit and 14.7 pounds per square inch Engineer which requires minor changes in the Work absolute), such as oil, petroleum, fuel oil, oil sludge, but which does not involve a change in the Contract oil refuse, gasoline, kerosene, and oil mixed with Price or the Contract Times. other non-Hazardous Waste and crude oils. 21. General Requirements--Sections of 32. Progress Schedule--A schedule, Division 1 of the Specifications. The General prepared and maintained by Contractor, describing Requirements pertain to all sections of the Specifica- the sequence and duration of the activities tions. comprising the Contractor's plan to accomplish the Work within the Contract Times. 22. Hazardous Environmental Condition-- The presence at the Site of Asbestos, PCBs, Petro- 33. Project—The total construction of which leum, Hazardous Waste, or Radioactive Material in the Work to be performed under the Contract such quantities or circumstances that may present a Documents may be the whole, or a part. substantial danger to persons or property exposed thereto in connection with the Work. 34. Project Manual--The bound documentary information prepared for bidding and 23. Hazardous Waste—The term Hazardous constructing the Work. A listing of the contents of the Waste shall have the meaning provided in Section Project Manual, which may be bound in one or more 1004 of the Solid Waste Disposal Act (42 USC volumes, is contained in the table(s) of contents. Section 6903) as amended from time to time. 35. Radioactive Material—Source, special 24. Laws and Regulations; Laws orRegulat- nuclear, or byproduct material as defined by the ions—Any and all applicable laws, rules, regulations, Atomic Energy Act of 1954 (42 USC Section 2011 et ordinances, codes, and orders of any and all govem- seq.)as amended from time to time. mental bodies, agencies, authorities, and courts having jurisdiction. 36. Related Entity -- An officer, director, partner, employee, agent, consultant, or 25. Liens—Charges, security interests, or subcontractor. encumbrances upon Project funds, real property, or personal property. 37. Resident Project Representative--The authorized representative of Engineer who may be 26. Milestone--A principal event specified in assigned to the Site or any part thereof. the Contract Documents relating to an intermediate completion date or time prior to Substantial Comple- 38. Samples--Physical examples of tion of all the Work. materials, equipment, or workmanship that are representative of some portion of the Work and 27. Notice of Award—The written notice by which establish the standards by which such portion Owner to the Successful Bidder stating that upon of the Work will be judged. timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign 39. Schedule of Submittals--A schedule, and deliver the Agreement. prepared and maintained by Contractor, of required submittals and the time requirements to support 28. Notice to Proceed--A written notice given scheduled performance of related construction by Owner to Contractor fixing the date on which the activities. Contract Times will commence to run and on which Contractor shall start to perform the Work under the 40. Schedule of Values--A schedule, Contract Documents prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of 29. Owner—The individual or entity with the Work and used as the basis for reviewing whom Contractor has entered into the Agreement Contractor's Applications for Payment. and for whom the Work is to be performed. 41. Shop Drawings—All drawings, diagrams, 30. PCBs--Polychlorinated biphenyls. illustrations, schedules, and other data or information which are specifically prepared or EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-6 03/12 11-4179 assembled by or for Contractor and submitted by 50. Unit Price Work--Work to be paid for on Contractor to illustrate some portion of the Work. the basis of unit prices. 42. Site--Lands or areas indicated in the 51. Work--The entire construction or the Contract Documents as being furnished by Owner various separately identifiable parts thereof required upon which the Work is to be performed, including to be provided under the Contract Documents. Work rights-of-way and easements for access thereto, and includes and is the result of performing or providing such other lands furnished by Owner which are all labor, services, and documentation necessary to designated for the use of Contractor. produce such construction, and furnishing, installing, and incorporating all materials and equipment into 43. Specifications—That part of the Contract such construction, all as required by the Contract Documents consisting of written requirements for Documents. materials, equipment, systems, standards and workmanship as applied to the Work, and certain 52. Work Change Directive—A written administrative requirements and procedural matters statement to Contractor issued on or after the applicable thereto. Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an 44. Subcontractor—An individual or entity addition, deletion, or revision in the Work, or having a direct contract with Contractor or with any responding to differing or unforeseen subsurface or other Subcontractor for the performance of a part of physical conditions under which the Work is to be the Work at the Site. performed or to emergencies. A Work Change Directive will not change the Contract Price or the 45. Substantial Completion--The time at Contract Times but is evidence that the parties which the Work (or a specified part thereof) has expect that the change ordered or documented by a progressed to the point where, in the opinion of Work Change Directive will be incorporated in a Engineer, the Work (or a specified part thereof) is subsequently issued Change Order following sufficiently complete, in accordance with the negotiations by the parties as to its effect, if any, on Contract Documents, so that the Work (or a the Contract Price or Contract Times. specified part thereof) can be utilized for the purposes for which it is intended. The terms 1.02 Terminology "substantially complete" and "substantially com- pleted' as applied to all or part of the Work refer to A. The following words or terms are not Substantial Completion thereof. defined but, when used in the Bidding Requirements or Contract Documents, have the following meaning. 46. Successful Bidder—The Bidder submitting a responsive Bid to whom Owner makes B. Intent of Certain Terms or Adjectives an award. 1. The Contract Documents include the 47. Supplementary Conditions--That part of terms "as allowed," "as approved,' 'as ordered°, "as the Contract Documents which amends or directed" or terms of like effect or import to authorize supplements these General Conditions. an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," 48. Supplier—A manufacturer, fabricator, "acceptable," "proper," "satisfactory,' or adjectives of supplier, distributor, materialman, or vendor having a like effect or import are used to describe an action or direct contract with Contractor or with any Subcon- determination of Engineer as to the Work. It is tractor to furnish materials or equipment to be intended that such exercise of professional incorporated in the Work by Contractor or any judgment, action or determination will be solely to Subcontractor evaluate, in general, the Work for compliance with the requirements of and information in the Contract 49. Underground Facilities—All underground Documents and conformance with the design pipelines, conduits, ducts, cables, wires, manholes, concept of the completed Project as a functioning vaults, tanks, tunnels, or other such facilities or whole as shown or indicated in the Contract attachments, and any encasements containing such Documents (unless there is a specific statement facilities, including those that convey electricity, indicating otherwise). The use of any such term or gases, steam, liquid petroleum products, telephone adjective is not intended to and shall not be effective or other communications, cable television, water, to assign to Engineer any duty or authority to wastewater, storm water, other liquids or chemicals, supervise or direct the performance of the Work or or traffic or other control systems. any duty or authority to undertake responsibility EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700- 03/12 11-4179 contrary to the provisions of Paragraph 9.09 or any meaning are used in the Contract Documents in other provision of the Contract Documents. accordance with such recognized meaning. C. Day ARTICLE 2 - PRELIMINARY MATTERS 1. The word "day" means a calendar day of 24 hours measured from midnight to the next midnight. 2.01 Delivery of Bonds and Evidence of Insurance D. Defective A. When Contractor delivers the executed 1. The word "defective," when modifying the counterparts of the Agreement to Owner, Contractor word "Work," refers to Work that is unsatisfactory, shall also deliver to Owner such bonds as faulty, or deficient in that it: Contractor may be required to furnish. a. does not conform to the Contract B. Evidence of Insurance: Before any Work Documents, or at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each b. does not meet the requirements of any additional insured identified in the Supplementary applicable inspection, reference standard, Conditions, certificates of insurance (and other test, or approval referred to in the Contract evidence of insurance which either of them or any Documents, or additional insured may reasonably request) which Contractor and Owner respectively are required to c. has been damaged prior to Engineer's - purchase and maintain in accordance with Article 5. recommendation of final payment (unless responsibility for the protection thereof has 2.02 Copies of Documents been assumed by Owner at Substantial Completion in accordance with Paragraph A. Owner shall furnish to Contractor up to 14.04 or 14.05). ten printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished E. Furnish, Install, Perform, Provide upon request at the cost of reproduction. 1. The word "furnish," when used in connec- 2.03 Commencement of Contract Times; Notice tion with services, materials, or equipment, shall to Proceed mean to supply and deliver said services, materials, or equipment to the Site (or some other specified A. The Contract Times will commence to run location) ready for use or installation and in usable on the thirtieth day after the Effective Date of the or operable condition. Agreement or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to 2. The word "install," when used in connec- Proceed may be given at any time within 30 days tion with services, materials, or equipment, shall after the Effective Date of the Agreement. In no mean to put into use or place in final position said event will the Contract Times commence to run later services, materials, or equipment complete and than the sixtieth day after the day of Bid opening or ready for intended use. the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 3. The words "perform" or "provide," when used in connection with services, materials, or 2.04 Starting the Work equipment, shall mean to furnish and install said services, materials, or equipment complete and A. Contractor shall start to perform the Work ready for intended use. on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the 4. When "furnish," "install," "perform," or date on which the Contract Times commence to run. "provide' is not used in connection with services, materials, or equipment in a context clearly requiring 2.05 Before Starting Construction an obligation of Contractor, "provide" is implied. A. Preliminary Schedules: Within 10 days F. Unless stated otherwise in the Contract after the Effective Date of the Agreement (unless Documents, words or phrases which have a well- otherwise specified in the General Requirements), known technical or construction industry or trade EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright D 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-S 03/12 11-4179 Contractor shall submit to Engineer for timely 2. Contractor's Schedule of Submittals will review: be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the 1. a preliminary Progress Schedule; indicat- required submittals. ing the times (numbers of days or dates) for starting and completing the various stages of the Work, 3. Contractor's Schedule of Values will be including any Milestones specified in the Contract acceptable to Engineer as to form and substance if it Documents; provides a reasonable allocation of the Contract Price to component parts of the Work. 2. a preliminary Schedule of Submittals; and 3. a preliminary Schedule of Values for all of ARTICLE 3-CONTRACT DOCUMENTS: INTENT, the Work which includes quantities and prices of AMENDING, REUSE items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress 3.01 Intent payments during performance of the Work. Such prices will include an appropriate amount of A. The Contract Documents are comple- overhead and profit applicable to each item of Work. mentary; what is required by one is as binding as if required by all. 2.06 Preconstruction Conference B. It is the intent of the Contract Documents A. Before any Work at the Site is started, a to describe a functionally complete Project (or part conference attended by Owner, Contractor, thereof) to be constructed in accordance with the Engineer, and others as appropriate will be held to Contract Documents. Any labor, documentation, establish a working understanding among the services, materials, or equipment that may parties as to the Work and to discuss the schedules reasonably be inferred from the Contract Documents referred to in Paragraph 2.05.A, procedures for or from prevailing custom or trade usage as being handling Shop Drawings and other submittals, required to produce the intended result will be processing Applications for Payment, and provided whether or not specifically called for at no maintaining required records additional cost to Owner. 2.07 Initial Acceptance of Schedules C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as A. At least 10 days before submission of the provided in Article 9. first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate 3.02 Reference Standards will be held to review for acceptability to Engineer as provided below the schedules submitted in A. Standards, Specifications, Codes, Laws, accordance with Paragraph 2.05.A. Contractor shall and Regulations have an additional 10 days to make corrections and adjustments and to complete and resubmit the 1. Reference to standards, specifications, schedules. No progress payment shall be made to manuals, or codes of any technical society, Contractor until acceptable schedules are submitted organization, or association, or to Laws or to Engineer. Regulations, whether such reference be specific or by implication, shall mean the standard, 1. The Progress Schedule will be acceptable specification, manual, code, or Laws or Regulations to Engineer if it provides an orderly progression of in effect at the time of opening of Bids (or on the the Work to completion within the Contract Times. Effective Date of the Agreement if there were no Such acceptance will not impose on Engineer Bids), except as may be otherwise specifically stated responsibility for the Progress Schedule, for in the Contract Documents. sequencing, scheduling, or progress of the Work nor interfere with or relieve Contractor from Contractor's 2. No provision of any such standard, full responsibility therefor. specification, manual or code, or any instruction of a Supplier shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees from those set forth in the Contract Documents. No such provision or instruction shall be EJCDC C-700 Standard General Conditions of the Construction Contract Copyright D 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-9 03/12 11-4179 effective to assign to Owner, or Engineer, or any of, (whether or not specifically incorporated by their Related Entities, any duty or authority to reference in the Contract Documents); or supervise or direct the performance of the Work or any duty or authority to undertake responsibility b. the provisions of any Laws or Regulations inconsistent with the provisions of the Contract applicable to the performance of the Work Documents. (unless such an interpretation of the provi- sions of the Contract Documents would 3.03 Reporting and Resolving Discrepancies result in violation of such Law or Regulation). A. Reporting Discrepancies 3.04 Amending and Supplementing Contract 1. Contractor's Review of Contract Documents Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall A. The Contract Documents may be carefully study and compare the Contract amended to provide for additions, deletions, and Documents and check and verify pertinent figures revisions in the Work or to modify the terms and therein and all applicable field measurements. conditions thereof by either a Change Order or a Contractor shall promptly report in writing to Work Change Directive. Engineer any conflict, error, ambiguity, or discrepancy which Contractor may discover and B. The requirements of the Contract shall obtain a written interpretation or clarification Documents may be supplemented, and minor from Engineer before proceeding with any Work variations and deviations in the Work may be autho- affected thereby. rized, by one or more of the following ways: 2. Contractor's Review of Contract 1. A Field Order; Documents During Performance of Work If, during the performance of the Work, Contractor discovers 2. Engineer's approval of a Shop Drawing or any conflict, error, ambiguity, or discrepancy within Sample; (Subject to the provisions of Paragraph the Contract Documents or between the Contract 6.17.D.3); or Documents and any provision of any Law or Regulation applicable to the performance of the 3. Engineer's written interpretation or Work or of any standard, specification, manual or clarification. code, or of any instruction of any Supplier, Contractor shall promptly report it to Engineer in 3.05 Reuse of Documents writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as A. Contractor and any Subcontractor or required by Paragraph 6.16.A) until an amendment Supplier or other individual or entity performing or or supplement to the Contract Documents has been furnishing all of the Work under a direct or indirect issued by one of the methods indicated in Paragraph contract with Contractor, shall not: 3.04. 1. have or acquire any title to or ownership 3. Contractor shall not be liable to rights in any of the Drawings, Specifications, Owner or Engineer for failure to report any conflict, or other documents (or copies of any thereof) error, ambiguity, or discrepancy in the Contract prepared by or bearing the seal of Engineer or Documents unless Contractor knew or reasonably Engineer's consultants, including electronic media should have known thereof. editions; or B. Resolving Discrepancies 2. reuse any of such Drawings, Specifications, other documents, or copies thereof 1. Except as may be otherwise specifically on extensions of the Project or any other project stated in the Contract Documents, the provisions of without written consent of Owner and Engineer and the Contract Documents shall take precedence in specific written verification or adaption by Engineer. resolving any conflict, error, ambiguity, or discrepan- cy between the provisions of the Contract Docu- B. The prohibition of this Paragraph 3.05 will ments and: survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from a. the provisions of any standard, retaining copies of the Contract Documents for specification, manual, code, or instruction record purposes. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Societe of Professional Engineers for EJCDC. All rights reserved. 00700- 10 03/12 11-4179 3.06 Electronic Data record legal title and legal description of the lands upon which the Work is to be performed and A. Copies of data furnished by Owner or Owner's interest therein as necessary for giving Engineer to Contractor or Contractor to Owner or notice of or filing a mechanic's or construction lien Engineer that may be relied upon are limited to the against such lands in accordance with applicable printed copies (also known as hard copies). Files in Laws and Regulations. electronic media format of text, data, graphics, or other types are furnished only for the convenience of C. Contractor shall provide for all additional the receiving party. Any conclusion or information lands and access thereto that may be required for obtained or derived from such electronic files will be temporary construction facilities or storage of at the user's sole risk. If there is a discrepancy materials and equipment. between the electronic files and the hard copies, the hard copies govern. 4.02 Subsurface and Physical Conditions B. Because data stored in electronic media A. Reports and Drawings: The format can deteriorate or be modified inadvertently Supplementary Conditions identify: or otherwise without authorization of the data's creator, the party receiving electronic files agrees 1. those reports of explorations and tests of that it will perform acceptance tests or procedures subsurface conditions at or contiguous to the Site within 60 days, after which the receiving party shall that Engineer has used in preparing the Contract be deemed to have accepted the data thus Documents; and transferred. Any errors detected within the 60-day acceptance period will be corrected by the 2. those drawings of physical conditions in transferring party.. or relating to existing surface or subsurface struc- tures at or contiguous to the Site (except C. When transferring documents in Underground Facilities) that Engineer has used in electronic media format, the transferring party makes preparing the Contract Documents. no representations as to long term compatibility, usability, or readability of documents resulting from B. Limited Reliance by Contractor on the use of software application packages, operating Technical Data Authorized: Contractor may rely systems, or computer hardware differing from those upon the general accuracy of the °technical data° used by the data's creator. contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the ARTICLE 4 - AVAILABILITY OF LANDS; Supplementary Conditions. Except for such reliance SUBSURFACE AND PHYSICAL CONDITIONS; on such "technical data," Contractor may not rely HAZARDOUS ENVIRONMENTAL CONDITIONS; upon or make any claim against Owner or Engineer, REFERENCE POINTS or any of their Related Entities with respect to: 1. the completeness of such reports and 4.01 Availability of Lands drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, A. Owner shall furnish the Site. Owner shall techniques, sequences, and procedures of notify Contractor of any encumbrances or construction to be employed by Contractor, and restrictions not of general application but specifically safety precautions and programs incident thereto; or related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in 2. other data, interpretations, opinions, and a timely manner and pay for easements for information contained in such reports or shown or permanent structures or permanent changes in indicated in such drawings; or existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount 3. any Contractor interpretation of or or extent, if any, of any adjustment in the Contract conclusion drawn from any "technical data" or any Price or Contract Times, or both, as a result of any such other data, interpretations, opinions, or infor- delay in Owner's furnishing the Site or a part thereof, mation. Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights resened. 00700-I 03/12 11-4179 4.03 Differing Subsurface or Physical Conditions 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times A. Notice: If Contractor believes that any if: subsurface or physical condition at or contiguous to the Site that is uncovered or revealed either a. Contractor knew of the existence of such conditions at the time Contractor made a 1. is of such a nature as to establish that any final commitment to Owner with respect to 'technical data° on which Contractor is entitled to Contract Price and Contract Times by the rely as provided in Paragraph 4.02 is materially submission of a Bid or becoming bound inaccurate; or under a negotiated contract; or 2. is of such a nature as to require a change b. the existence of such condition could in the Contract Documents; or reasonably have been discovered or revealed as a result of any examination, 3. differs materially from that shown or investigation, exploration, test, or study of indicated in the Contract Documents; or the Site and contiguous areas required by the Bidding Requirements or Contract Docu- 4. is of an unusual nature, and differs ments to be conducted by or for Contractor materially from conditions ordinarily encountered prior to Contractor's making such final com- and generally recognized as inherent in work of the mitment; or character provided for in the Contract Documents; c. Contractor failed to give the written notice then Contractor shall, promptly after becoming as required by Paragraph 4.03.A. aware thereof and before further disturbing the subsurface or physical conditions or performing any 3. If Owner and Contractor are unable to Work in connection therewith (except in an agree on entitlement to or on the amount or extent, if emergency as required by Paragraph 6.16.A), notify any, of any adjustment in the Contract Price or Owner and Engineer in writing about such condition. Contract Times, or both, a Claim may be made Contractor shall not further disturb such condition or therefor as provided in Paragraph 10.05. However, perform any Work in connection therewith (except as Owner and Engineer, and any of their Related aforesaid) until receipt of written order to do so. Entities shall not be liable to Contractor for any claims, costs, losses, or damages (including but not B. Engineer's Review After receipt of written limited to all fees and charges of engineers, notice as required by Paragraph 4.03.A, Engineer architects, attorneys, and other professionals and all will promptly review the pertinent condition, deter- court or arbitration or other dispute resolution costs) mine the necessity of Owner's obtaining additional sustained by Contractor on or in connection with any exploration or tests with respect thereto, and advise other project or anticipated project. Owner in writing (with a copy to Contractor) of Engineer's findings and conclusions. 4.04 Underground Facilities C. Possible Price and Times Adjustments A. Shown or Indicated: The information and data shown or indicated in the Contract Documents 1. The Contract Price or the Contract Times, with respect to existing Underground Facilities at or or both, will be equitably adjusted to the extent that contiguous to the Site is based on information and the existence of such differing subsurface or data furnished to Owner or Engineer by the owners physical condition causes an increase or decrease of such Underground Facilities, including Owner, or in Contractor's cost of, or time required for, perfor- by others. Unless it is otherwise expressly provided mance of the Work; subject, however, to the follow- in the Supplementary Conditions: ing: 1. Owner and Engineer shall not be a. such condition must meet any one or responsible for the accuracy or completeness of any more of the categories described in such information or data; and Paragraph 4.03.A; and 2. the cost of all of the following will be b. with respect to Work that is paid for on a included in the Contract Price, and Contractor shall Unit Price Basis, any adjustment in Contract have full responsibility for: Price will be subject to the provisions of Paragraphs 9.07 and 11.03. a. reviewing and checking all such informa- tion and data, EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700- 12 03/12 11-4179 points and property monuments, and shall make no b. locating all Underground Facilities shown changes or relocations without the prior written or indicated in the Contract Documents, approval of Owner. Contractor shall report to Engineer whenever any reference point or property c. coordination of the Work with the owners monument is lost or destroyed or requires relocation of such Underground Facilities, including because of necessary changes in grades or Owner, during construction, and locations, and shall be responsible for the accurate replacement or relocation of such reference points d. the safety and protection of all such or property monuments by professionally qualified Underground Facilities and repairing any personnel. damage thereto resulting from the Work. 4.06 Hazardous Environmental Condition at Site B. Not Shown or Indicated A. Reports and Drawings: Reference is 1. If an Underground Facility is uncovered or made to the Supplementary Conditions for the revealed at or contiguous to the Site which was not identification of those reports and drawings relating shown or indicated, or not shown or indicated with to a Hazardous Environmental Condition identified at reasonable accuracy in the Contract Documents, the Site, if any, that have been utilized by the Contractor shall, promptly after becoming aware Engineer in the preparation of the Contract thereof and before further disturbing conditions Documents. affected thereby or performing any Work in connection therewith (except in an emergency as B. Limited Reliance by Contractor on required by Paragraph 6.16.A), identify the owner of Technical Data Authorized: Contractor may rely such Underground Facility and give written notice to upon the general accuracy of the 'technical data° that owner and to Owner and Engineer. Engineer contained in such reports and drawings, but such will promptly review the Underground Facility and reports and drawings are not Contract Documents. determine the extent, if any, to which a change is Such "technical data° is identified in the required in the Contract Documents to reflect and Supplementary Conditions. Except for such reliance document the consequences of the existence or on such "technical data," Contractor may not rely location of the Underground Facility. During such upon or make any claim against Owner or Engineer, time, Contractor shall be responsible for the safety or any of their Related Entities with respect to: and protection of such Underground Facility. 1. the completeness of such reports and 2. If Engineer concludes that a change in the drawings for Contractor's purposes, including, but Contract Documents is required, a Work Change not limited to, any aspects of the means, methods, Directive or a Change Order will be issued to reflect techniques, sequences and procedures of and document such consequences. An equitable construction to be employed by Contractor and adjustment shall be made in the Contract Price or safety precautions and programs incident thereto; or Contract Times, or both, to the extent that they are attributable to the existence or location of any 2. other data, interpretations, opinions and Underground Facility that was not shown or information contained in such reports or shown or indicated or not shown or indicated with reasonable indicated in such drawings; or accuracy in the Contract Documents and that Contractor did not know of and could not reasonably 3. any Contractor interpretation of or have been expected to be aware of or to have conclusion drawn from any "technical data° or any anticipated. If Owner and Contractor are unable to such other data, interpretations, opinions or agree on entitlement to or on the amount or extent, if information. any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a C. Contractor shall not be responsible for Claim therefor as provided in Paragraph 10.05. any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or 4.05 Reference Points indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of A. Owner shall provide engineering surveys the Work. Contractor shall be responsible for a to establish reference points for construction which Hazardous Environmental Condition created with in Engineer's judgment are necessary to enable any materials brought to the Site by Contractor, Contractor to proceed with the Work. Contractor Subcontractors, Suppliers, or anyone else for whom shall be responsible for laying out the Work, shall Contractor is responsible. protect and preserve the established reference EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 132002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-13 03/12 11-4179 D. If Contractor encounters a Hazardous provided that such Hazardous Environmental Environmental Condition or if Contractor or anyone Condition: (i) was not shown or indicated in the for whom Contractor is responsible creates a Drawings or Specifications or identified in the Hazardous Environmental Condition, Contractor Contract Documents to be included within the scope shall immediately: (i) secure or otherwise isolate of the Work, and (ii) was not created by Contractor such condition; (ii) stop all Work in connection with or by anyone for whom Contractor is responsible. such condition and in any area affected thereby Nothing in this Paragraph 4.06. G shall obligate (except in an emergency as required by Paragraph Owner to indemnify any individual or entity from and 6.16.A); and (iii) notify Owner and Engineer (and against the consequences of that individual's or promptly thereafter confirm such notice in writing). entity's own negligence. Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a H. To the fullest extent permitted by Laws qualified expert to evaluate such condition or take and Regulations, Contractor shall indemnify and corrective action, if any. hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants, E. Contractor shall not be required to and subcontractors of each and any of them from resume Work in connection with such condition or in and against all claims, costs, losses, and damages any affected area until after Owner has obtained any (including but not limited to all fees and charges of required permits related thereto and delivered to engineers, architects, attorneys, and other Contractor written notice: (i) specifying that such professionals and all court or arbitration or other condition and any affected area is or has been dispute resolution costs) arising out of or relating to rendered safe for the resumption of Work; or (ii) a Hazardous Environmental Condition created by specifying any special conditions under which such Contractor or by anyone for whom Contractor is Work may be resumed safely. If Owner and responsible. Nothing in this Paragraph 4.06.H shall Contractor cannot agree as to entitlement to or on obligate Contractor to indemnify any individual or the amount or extent, if any, of any adjustment in entity from and against the consequences of that Contract Price or Contract Times, or both, as a result individual's or entity's own negligence. of such Work stoppage or such special conditions under which Work is agreed to be resumed by I. The provisions of Paragraphs 4.02, 4.03, Contractor, either party may make a Claim therefor and 4.04 do not apply to a Hazardous Environmental as provided in Paragraph 10.05. Condition uncovered or revealed at the Site. F. If after receipt of such written notice Contractor does not agree to resume such Work ARTICLE 5- BONDS AND INSURANCE based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the 5.01 Performance, Payment, and Other Bonds Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor A. Contractor shall fumish performance and cannot agree as to entitlement to or on the amount payment bonds, each in an amount at least equal to or extent, if any, of an adjustment in Contract Price the Contract Price as security for the faithful perfor- or Contract Times as a result of deleting such mance and payment of all of Contractor's obligations portion of the Work, then either party may make a under the Contract Documents. These bonds shall Claim therefor as provided in Paragraph 10.05. remain in effect until one year after the date when Owner may have such deleted portion of the Work final payment becomes due or until completion of performed by Owner's own forces or others in accor- the correction period specified in Paragraph 13.07, dance with Article 7. whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. G. To the fullest extent permitted by Laws Contractor shall also furnish such other bonds as and Regulations, Owner shall indemnify and hold are required by the Contract Documents. harmless Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees, B. All bonds shall be in the form prescribed agents, consultants, and subcontractors of each and by the Contract Documents except as provided any of them from and against all claims, costs, otherwise by Laws or Regulations, and shall be losses, and damages (including but not limited to all executed by such sureties as are named in the fees and charges of engineers, architects, attorneys, current list of "Companies Holding Certificates of and other professionals and all court or arbitration or Authority as Acceptable Sureties on Federal Bonds other dispute resolution costs) arising out of or and as Acceptable Reinsuring Companies" as pub- relating to a Hazardous Environmental Condition, lished in Circular 570 (amended) by the Financial EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright D 2002 National Society of Professional Engineer for EJCDC. All rights resen'ed. 00700-tJ 03/12 11-4179 Management Service, Surety Bond Branch, U.S. Work, or by anyone for whose acts any of them may Department of the Treasury. All bonds signed by an be liable: agent must be accompanied by a certified copy of the agent's authority to act. 1. claims under workers' compensation, disability benefits, and other similar employee C. If the surety on any bond furnished by benefit acts; Contractor is declared bankrupt or becomes insolvent or its right to do business is.terminated in 2. claims for damages because of bodily any state where any part of the Project is located or injury, occupational sickness or disease, or death of it ceases to meet the requirements of Paragraph Contractor's employees; 5.01.8, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event 3. claims for damages because of bodily giving rise to such notification, provide another bond injury, sickness or disease, or death of any person and surety, both of which shall comply with the other than Contractor's employees; requirements of Paragraphs 5.01.8 and 5.02. 4. claims for damages insured by 5.02 Licensed Sureties and Insurers reasonably available personal injury liability coverage which are sustained: A. All bonds and insurance required by the Contract Documents to be purchased and main- a. by any person as a result of an offense tarried by Owner or Contractor shall be obtained directly or indirectly related to the employ- from surety or insurance companies that are duly ment of such person by Contractor, or licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance b. by any other person for any other reason; policies for the limits and coverages so required. Such surety and insurance companies shall also 5. claims for damages, other than to the meet such additional requirements and qualifications Work itself, because of injury to or destruction of as may be provided in the Supplementary tangible property wherever located, including loss of Conditions. use resulting therefrom; and 5.03 Certificates of Insurance 6. claims for damages because of bodily injury or death of any person or property damage A. Contractor shall deliver to Owner, with arising out of the ownership, maintenance or use of copies to each additional insured identified in the any motor vehicle. Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by B. The policies of insurance required by this Owner or any other additional insured) which Paragraph 5.04 shall: Contractor is required to purchase and maintain. 1. with respect to insurance required by B. Owner shall deliver to Contractor, with Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, copies to each additional insured identified in the include as additional insured (subject to any Supplementary Conditions, certificates of insurance customary exclusion regarding professional liability) (and other evidence of insurance requested by Owner and Engineer, and any other individuals or Contractor or any other additional insured) which entities identified in the Supplementary Conditions, Owner is required to purchase and maintain. all of whom shall be listed as additional insureds, and include coverage for the respective officers, 5.04 Contractor's Liability Insurance directors, partners, employees, agents, consultants and subcontractors of each and any of all such addi- A. Contractor shall purchase and maintain tional insureds, and the insurance afforded to these such liability and other insurance as is appropriate additional insureds shall provide primary coverage for the Work being performed and as will provide for all claims covered thereby; protection from claims set forth below which may arise out of or result from Contractor's performance 2. include at least the specific coverages of the Work and Contractors other obligations under and be written for not less than the limits of liability the Contract Documents, whether it is to be per- provided in the Supplementary Conditions or formed by Contractor, any Subcontractor or required by Laws or Regulations, whichever is Supplier, or by anyone directly or indirectly greater; employed by any of them to perform any of the EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 02002 National Society of Professional Engineers for EJCDC. All rights resents]. 00700- 15 03/12 11-4179 3. include completed operations insurance; Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants 4. include contractual liability insurance and subcontractors of each and any of them, each of covering Contractor's indemnity obligations under whom is deemed to have an insurable interest and Paragraphs 6.11 and 6.20; shall be listed as an insured or additional insured; 5. contain a provision or endorsement that 2. be written on a Builder's Risk "all-risk" or the coverage afforded will not be canceled, materi- open peril or special causes of loss policy form that ally changed or renewal refused until at least 30 shall at least include insurance for physical loss or days prior written notice has been given to Owner damage to the Work, temporary buildings, false and Contractor and to each other additional insured work, and materials and equipment in transit, and identified in the Supplementary Conditions to whom shall insure against at least the following perils or a certificate of insurance has been issued (and the causes of loss: fire, lightning, extended coverage, certificates of insurance furnished by the Contractor theft, vandalism and malicious mischief, earthquake, pursuant to Paragraph 5.03 will so provide); collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water dam- 6. remain in effect at least until final payment age, (other than caused by flood) and such other and at all times thereafter when Contractor may be perils or causes of loss as may be specifically correcting, removing, or replacing defective Work in required by the Supplementary Conditions; accordance with Paragraph 13.07; and 3. include expenses incurred in the repair or 7. with respect to completed operations replacement of any insured property (including but insurance, and any insurance coverage written on a not limited to fees and charges of engineers and claims-made basis, remain in effect for at least two architects); years after final payment. 4. cover materials and equipment stored at a. Contractor shall furnish Owner and each the Site or at another location that was agreed to in other additional insured identified in the writing by Owner prior to being incorporated in the Supplementary Conditions, to whom a Work, provided that such materials and equipment certificate of insurance has been issued, have been included in an Application for Payment evidence satisfactory to Owner and any recommended by Engineer; such additional insured of continuation of such insurance at final payment and one 5. allow for partial utilization of the Work by year thereafter. Owner; 5.05 Owner's Liability Insurance 6. include testing and startup; and A. In addition to the insurance required to be 7. be maintained in effect until final payment provided by Contractor under Paragraph 5.04, is made unless otherwise agreed to in writing by Owner, at Owner's option, may purchase and Owner, Contractor, and Engineer with 30 days maintain at Owner's expense Owner's own liability written notice to each other additional insured to insurance as will protect Owner against claims which whom a certificate of insurance has been issued. may arise from operations under the Contract Docu- ments. B. Owner shall purchase and maintain such boiler and machinery insurance or additional 5.06 Property Insurance property insurance as may be required by the Supplementary Conditions or Laws and Regulations A. Unless otherwise provided in the Supple- which will include the interests of Owner, Contractor, mentary Conditions, Owner shall purchase and Subcontractors, and Engineer, and any other maintain property insurance upon the Work at the individuals or entities identified in the Supplementary Site in the amount of the full replacement cost Conditions, and the officers, directors, partners, thereof (subject to such deductible amounts as may employees, agents, consultants and subcontractors be provided in the Supplementary Conditions or of each and any of them, each of whom is deemed required by Laws and Regulations). This insurance to have an insurable interest and shall be listed as shall: an insured or additional insured. 1. include the interests of Owner, C. All the policies of insurance (and the Contractor, Subcontractors, and Engineer, and any certificates or other evidence thereof) required to be other individuals or entities identified in the purchased and maintained in accordance with EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights resets ed. 00700-16 03/12 11-4179 Paragraph 5.06 will contain a provision or identified in the Supplementary Conditions to be endorsement that the coverage afforded will not be listed as insured or additional insured (and the canceled or materially changed or renewal refused officers, directors, partners, employees, agents, until at least 30 days prior written notice has been consultants and subcontractors of each and any of given to Owner and Contractor and to each other them) under such policies for losses and damages additional insured to whom a certificate of insurance so caused. None of the above waivers shall extend has been issued and will contain waiver provisions to the rights that any party making such waiver may in accordance with Paragraph 5.07. have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so D. Owner shall not be responsible for issued. purchasing and maintaining any property insurance specified in this Paragraph 5.06 to protect the B. Owner waives all rights against interests of Contractor, Subcontractors, or others in Contractor, Subcontractors, and Engineer, and the the Work to the extent of any deductible amounts officers, directors, partners, employees, agents, that are identified in the Supplementary Conditions. consultants and subcontractors of each and any of The risk of loss within such identified deductible them for: amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them 1. loss due to business interruption, loss of wishes property insurance coverage within the limits use, or other consequential loss extending beyond of such amounts, each may purchase and maintain direct physical loss or damage to Owner's property it at the purchaser's own expense. or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by E. If Contractor requests in writing that other Owner; and special insurance be included in the property insurance policies provided under Paragraph 5.06, 2. loss or damage to the completed Project Owner shall, if possible, include such insurance, and or part thereof caused by, arising out of, or resulting the cost thereof will be charged to Contractor by from fire or other insured peril or cause of loss appropriate Change Order. Prior to commencement covered by any property insurance maintained on of the Work at the Site, Owner shall in writing advise the completed Project or part thereof by Owner Contractor whether or not such other insurance has during partial utilization pursuant to Paragraph been procured by Owner. 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to 5.07 Waiver of Rights Paragraph 14.07. A. Owner and Contractor intend that all C. Any insurance policy maintained by policies purchased in accordance with Paragraph Owner covering any loss, damage or consequential 5.06 will protect Owner, Contractor, Subcontractors, loss referred to in Paragraph 5.07.B shall contain and Engineer, and all other individuals or entities provisions to the effect that in the event of payment identified in the Supplementary Conditions to be of any such loss, damage, or consequential loss, the listed as insureds or additional insureds (and the insurers will have no rights of recovery against officers, directors, partners, employees, agents, Contractor, Subcontractors, or Engineer, and the consultants and subcontractors of each and any of officers, directors, partners, employees, agents, them) in such policies and will provide primary consultants and subcontractors of each and any of coverage for all losses and damages caused by the them. perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in 5.08 Receipt and Application of Insurance the event of payment of any loss or damage the Proceeds insurers will have no rights of recovery against any of the insureds or additional insureds thereunder. A. Any insured.loss under the policies of Owner and Contractor waive all rights against each insurance required by Paragraph 5.06 will be other and their respective officers, directors, adjusted with Owner and made payable to Owner as partners, employees, agents, consultants and fiduciary for the insureds, as their interests may subcontractors of each and any of them for all appear, subject to the requirements of any losses and damages caused by, arising out of or applicable mortgage clause and of Paragraph resulting from any of the perils or causes of loss 5.08.B. Owner shall deposit in a separate account covered by such policies and any other property any money so received and shall distribute it in insurance applicable to the Work; and, in addition, accordance with such agreement as the parties in waive all such rights against Subcontractors, and interest may reach. If no other special agreement is Engineer, and all other individuals or entities reached, the damaged Work shall be repaired or re- EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright D 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 007%- 17 03/12 11-4179 placed, the moneys so received applied on account consent by endorsement on the policy or policies, thereof, and the Work and the cost thereof covered but the property insurance shall not be canceled or by an appropriate Change Order. permitted to lapse on account of any such partial use or occupancy. B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing ARTICLE 6-CONTRACTORS RESPONSIBILITIES within 15 days after the occurrence of loss to Owner's exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with 6.01 Supervision and Superintendence the insurers in accordance with such agreement as the parties in interest may reach. If no such A. Contractor shall supervise, inspect, and agreement among the parties in interest is reached, direct the Work competently and efficiently, devoting Owner as fiduciary shall adjust and settle the loss such attention thereto and applying such skills and with the insurers and, if required in writing by any expertise as may be necessary to perform the Work party in interest, Owner as fiduciary shall give bond in accordance with the Contract Documents. for the proper performance of such duties. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of 5.09 Acceptance of Bonds and Insurance; Option construction. Contractor shall not be responsible for to Replace the negligence of Owner or Engineer in the design or specification of a specific means, method, tech- A. If either Owner or Contractor has any nique, sequence, or procedure of construction which objection to the coverage afforded by or other provi- is shown or indicated in and expressly required by sions of the bonds or insurance required to be the Contract Documents. purchased and maintained by the other party in accordance with Article 5 on the basis of B. At all times during the progress of the non-conformance with the Contract Documents, the Work, Contractor shall assign a competent resident objecting party shall so notify the other party in superintendent who shall not be replaced without writing within 10 days after receipt of the certificates written notice to Owner and Engineer except under (or other evidence requested) required by Paragraph extraordinary circumstances. The superintendent will 2.01.B. Owner and Contractor shall each provide to be Contractor's representative at the Site and shall the other such additional information in respect of have authority to act on behalf of Contractor. All insurance provided as the other may reasonably communications given to or received from the request. If either party does not purchase or superintendent shall be binding on Contractor. maintain all of the bonds and insurance required of such party by the Contract Documents, such party 6.02 Labor, Working Hours shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such A. Contractor shall provide competent, failure to maintain prior to any change in the suitably qualified personnel to survey and lay out the required coverage. Without prejudice to any other Work and perform construction as required by the right or remedy, the other party may elect to obtain Contract Documents. Contractor shall at all times equivalent bonds or insurance to protect such other maintain good discipline and order at the Site. party's interests at the expense of the party who was required to provide such coverage, and a Change B. Except as otherwise required for the Order shall be issued to adjust the Contract Price safety or protection of persons or the Work or accordingly. property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all 5.10 Partial Utilization, Acknowledgment of Work at the Site shall be performed during regular Property Insurer working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any A. If Owner finds it necessary to occupy or legal holiday without Owner's written consent (which use a portion or portions of the Work prior to Sub- will not be unreasonably withheld) given after prior stantial Completion of all the Work as provided in written notice to Engineer. Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the 6.03 Services, Materials, and Equipment property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected A. Unless otherwise specified in the any changes in coverage necessitated thereby. The Contract Documents, Contractor shall provide and insurers providing the property insurance shall assume full responsibility for all services, materials, EJCDC C-700 Standard General Conditions of the Construction Contract. Cop,right 0 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700- 18 03/12 11-4179 equipment, labor, transportation, construction other Suppliers may be submitted to Engineer for equipment and machinery, tools, appliances, fuel, review under the circumstances described below. power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities 1. "Or-Equal° Items: If in Engineer's sole and incidentals necessary for the performance, discretion an item of material or equipment proposed testing, start-up, and completion of the Work. by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work B. All materials and equipment incorporated will be required, it may be considered by Engineer into the Work shall be as specified or, if not as an "or-equal° item, in which case review and specified, shall be of good quality and new, except approval of the proposed item may, in Engineer's as otherwise provided in the Contract Documents. sole discretion, be accomplished without compliance All special warranties and guarantees required by with some or all of the requirements for approval of the Specifications shall expressly run to the benefit proposed substitute items. For the purposes of this of Owner. If required by Engineer, Contractor shall Paragraph 6.05.A.1, a proposed item of material or furnish satisfactory evidence (including reports of equipment will be considered functionally equal to required tests) as to the source, kind, and quality of an item so named if: materials and equipment. a. in the exercise of reasonable judgment C. All materials and equipment shall be Engineer determines that: stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in 1) it is at least equal in materials of accordance with instructions of the applicable construction, quality, durability, appearance, Supplier, except as otherwise may be provided in strength, and design characteristics; the Contract Documents. 2) it will reliably perform at least 6.04 Progress Schedule equally well the function and achieve the results imposed by the design concept of the A. Contractor shall adhere to the Progress completed Project as a functioning whole, Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as 3) it has a proven record of provided below. performance and availability of responsive service; and 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph b. Contractor certifies that, if approved and 2.07) proposed adjustments in the Progress incorporated into the Work: Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provi- 1) there will be no increase in cost sions of the General Requirements applicable there- to the Owner or increase in Contract Times, to. and 2. Proposed adjustments in the Progress 2) it will conform substantially to the Schedule that will change the Contract Times shall detailed requirements of the item named in be submitted in accordance with the requirements of the Contract Documents. Article 12. Adjustments in Contract Times may only be made by a Change Order. 2. Substitute Items 6.05 Substitutes and"Or-Equals" a. If in Engineer's sole discretion an item of material or equipment proposed by A. Whenever an item of material or equip- Contractor does not qualify as an "or-equal" ment is specified or described in the Contract Docu- item under Paragraph 6.05.A.1, it will be ments by using the name of a proprietary item or the considered a proposed substitute item. name of a particular Supplier, the specification or description is intended to establish the type, func- b. Contractor shall submit sufficient informa- tion, appearance, and quality required. Unless the tion as provided below to allow Engineer to specification or description contains or is followed by determine that the item of material or words reading that no like, equivalent, or "or-equal° equipment proposed is essentially equiva- item or no substitution is permitted, other items of lent to that named and an acceptable material or equipment or material or equipment of substitute therefor. Requests for review of proposed substitute items of material or EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 02002 National Society of Professional Engineers for F.JCDC. All rights resen ed. 00700-19 03/12 11-4179 equipment will not be accepted by Engineer b) available engineering, sales, from anyone other than Contractor. maintenance, repair, and replacement services; c. The requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.d, 4) and shall contain an itemized as supplemented in the General estimate of all costs or credits that will result Requirements and as Engineer may decide directly or indirectly from use of such is appropriate under the circumstances. substitute item, including costs of redesign and claims of other contractors affected by d. Contractor shall make written application any resulting change, to Engineer for review of a proposed substitute item of material or equipment that B. Substitute Construction Methods or Contractor seeks to fumish or use. The Procedures: If a specific means, method, technique, application: sequence, or procedure of construction is expressly required by the Contract Documents, Contractor 1) shall certify that the proposed may furnish or utilize a substitute means, method, substitute item will: technique, sequence, or procedure of construction approved by Engineer. Contractor shall submit a) perform adequately the functions sufficient information to allow Engineer, in and achieve the results called for by Engineer's sole discretion, to determine that the the general design, substitute proposed is equivalent to that expressly called for by the Contract Documents. The b) be similar in substance to that requirements for review by Engineer will be similar to specified, and those provided in Paragraph 6.05.A.2. c) be suited to the same use as that C. Engineer's Evaluation: Engineer will be specified; allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to 2)will state: Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about a) the extent, if any, to which the the proposed substitute item. Engineer will be the use of the proposed substitute item sole judge of acceptability. No "or equal° or will prejudice Contractor's substitute will be ordered, installed or utilized until achievement of Substantial Comple- Engineer's review is complete, which will be tion on time; evidenced by either a Change Order for a substitute or an approved Shop Drawing for an "or equal? b) whether or not use of the Engineer will advise Contractor in writing of any proposed substitute item in the negative determination. Work will require a change in any of the Contract Documents (or in the D. Special Guarantee: Owner may require provisions of any other direct Contractor to fumish at Contractor's expense a contract with Owner for other work special performance guarantee or other surety with on the Project) to adapt the design respect to any substitute. to the proposed substitute item; and E. Engineer's Cost Reimbursement c) whether or not incorporation or Engineer will record Engineer's costs in evaluating a use of the proposed substitute item substitute proposed or submitted by Contractor in connection with the Work is sub- pursuant to Paragraphs 6.05.A.2 and 6.05.B ject to payment of any license fee or Whether or not Engineer approves a substitute item royalty; so proposed or submitted by Contractor, Contractor shall reimburse Owner for the charges of Engineer 3)will identify: for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the a) all variations of the proposed charges of Engineer for making changes in the substitute item from that specified , Contract Documents (or in the provisions of any and other direct contract with Owner) resulting from the acceptance of each proposed substitute. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 02002 National Society of Professional Engineers for FJCDC. All rights resened. 00 700-20 03/12 11-4179 F. Contractor's Expense: Contractor shall Engineer to pay or to see to the payment of any provide all data in support of any proposed moneys due any such Subcontractor, Supplier, or substitute or"or-equal°at Contractor's expense. other individual or entity except as may otherwise be required by Laws and Regulations. 6.06 Concerning Subcontractors, Suppliers, and Others D. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcon- A. Contractor shall not employ any Subcon- tractors, Suppliers, and other individuals or entities tractor, Supplier, or other individual or entity (includ- performing or fumishing any of the Work under a ing those acceptable to Owner as indicated in direct or indirect contract with Contractor. Paragraph 6.06.B), whether initially or as a replacement, against whom Owner may have E. Contractor shall require all Subcontrac- reasonable objection. Contractor shall not be tors, Suppliers, and such other individuals or entities required to employ any Subcontractor, Supplier, or performing or furnishing any of the Work to commu- other individual or entity to furnish or perform any of nicate with Engineer through Contractor. the Work against whom Contractor has reasonable objection. F. The divisions and sections of the Specifications and the identifications of any B. If the Supplementary Conditions require Drawings shall not control Contractor in dividing the the identity of certain Subcontractors, Suppliers, or Work among Subcontractors or Suppliers or other individuals or entities to be submitted to Owner delineating the Work to be performed by any specific in advance for acceptance by Owner by a specified trade. date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in G. All Work performed for Contractor by a accordance with the Supplementary Conditions, Subcontractor or Supplier will be pursuant to an Owner's acceptance (either in writing or by failing to appropriate agreement between Contractor and the make written objection thereto by the date indicated Subcontractor or Supplier which specifically binds for acceptance or objection in the Bidding the Subcontractor or Supplier to the applicable terms Documents or the Contract Documents) of any such and conditions of the Contract Documents for the Subcontractor, Supplier, or other individual or entity benefit of Owner and Engineer. Whenever any such so identified may be revoked on the basis of reason- agreement is with a Subcontractor or Supplier who able objection after due investigation. Contractor is listed as an additional insured on the property shall submit an acceptable replacement for the insurance provided in Paragraph 5.06, the rejected Subcontractor, Supplier, or other individual agreement between the Contractor and the or entity, and the Contract Price will be adjusted by Subcontractor or Supplier will contain provisions the difference in the cost occasioned by such whereby the Subcontractor or Supplier waives all replacement, and an appropriate Change Order will rights against Owner, Contractor, and Engineer„ be issued . No acceptance by Owner of any such and all other individuals or entities identified in the Subcontractor, Supplier, or other individual or entity, Supplementary Conditions to be listed as insureds whether initially or as a replacement, shall constitute or additional insureds (and the officers, directors, a waiver of any right of Owner or Engineer to reject partners, employees, agents, consultants and defective Work subcontractors of each and any of them) for all losses and damages caused by, arising out of, C. Contractor shall be fully responsible to relating to, or resulting from any of the perils or Owner and Engineer for all acts and omissions of causes of loss covered by such policies and any the Subcontractors, Suppliers, and other individuals other property insurance applicable to the Work. If or entities performing or furnishing any of the Work the insurers on any such policies require separate just as Contractor is responsible for Contractor's waiver forms to be signed by any Subcontractor or own acts and omissions. Nothing in the Contract Supplier, Contractor will obtain the same. Documents: 6.07 Patent Fees and Royalties 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity A. Contractor shall pay all license fees and any contractual relationship between Owner or royalties and assume all costs incident to the use in Engineer and any such Subcontractor, Supplier or the performance of the Work or the incorporation in other individual or entity, nor the Work of any invention, design, process, product, or device which is the subject of patent rights or 2. shall anything in the Contract Documents copyrights held by others. If a particular invention, create any obligation on the part of Owner or design, process, product, or device is specified in EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights risened. 00700-21 03/12 11-4179 the Contract Documents for use in the performance this shall not relieve Contractor of Contractor's of the Work and if to the actual knowledge of Owner obligations under Paragraph 3.03. or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee C. Changes in Laws or Regulations not or royalty to others, the existence of such rights shall known at the time of opening of Bids (or, on the be disclosed by Owner in the Contract Documents. Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of B. To the fullest extent permitted by Laws performance of the Work shall be the subject of an and Regulations, Contractor shall indemnify and adjustment in Contract Price or Contract Times. If hold harmless Owner and Engineer, and the officers, Owner and Contractor are unable to agree on directors, partners, employees, agents, consultants entitlement to or on the amount or extent, if any, of and subcontractors of each and any of them from any such adjustment, a Claim may be made therefor and against all claims, costs, losses, and damages as provided in Paragraph 10.05. (including but not limited to all fees and charges of engineers, architects, attorneys, and other 6.10 Taxes professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to A. Contractor shall pay all sales, consumer, any infringement of patent rights or copyrights use, and other similar taxes required to be paid by incident to the use in the performance of the Work or Contractor in accordance with the Laws and resulting from the incorporation in the Work of any Regulations of the place of the Project which are invention, design, process, product, or device not applicable during the performance of the Work. specified in the Contract Documents. 6.11 Use of Site and Other Areas 6.08 Permits A. Limitation on Use of Site and Other Areas A. Unless otherwise provided in the Supple- mentary Conditions, Contractor shall obtain and pay 1. Contractor shall confine construction for all construction permits and licenses. Owner shall equipment, the storage of materials and equipment, assist Contractor, when necessary, in obtaining such and the operations of workers to the Site and other permits and licenses. Contractor shall pay all areas permitted by Laws and Regulations, and shall governmental charges and inspection fees not unreasonably encumber the Site and other areas necessary for the prosecution of the Work which are with construction equipment or other materials or applicable at the time of opening of Bids, or, if there equipment. Contractor shall assume full are no Bids, on the Effective Date of the Agreement. responsibility for any damage to any such land or Owner shall pay all charges of utility owners for area, or to the owner or occupant thereof, or of any connections for providing permanent service to the adjacent land or areas resulting from the Work. performance of the Work. 6.09 Laws and Regulations 2. Should any claim be made by any such owner or occupant because of the performance of A. Contractor shall give all notices required the Work, Contractor shall promptly settle with such by and shall comply with all Laws and Regulations other party by negotiation or otherwise resolve the applicable to the performance of the Work. Except claim by arbitration or other dispute resolution where otherwise expressly required by applicable proceeding or at law. Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's 3. To the fullest extent permitted by Laws compliance with any Laws or Regulations. and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, B. If Contractor performs any Work knowing directors, partners, employees, agents, consultants or having reason to know that it is contrary to Laws and subcontractors of each and any of them from or Regulations, Contractor shall bear all claims, and against all claims, costs, losses, and damages costs, losses, and damages (including but not (including but not limited to all fees and charges of limited to all fees and charges of engineers, engineers, architects, attorneys, and other architects, attorneys, and other professionals and all professionals and all court or arbitration or other court or arbitration or other dispute resolution costs) dispute resolution costs) arising out of or relating to arising out of or relating to such Work. However, it any claim or action, legal or equitable, brought by shall not be Contractor's primary responsibility to any such owner or occupant against Owner, make certain that the Specifications and Drawings Engineer, or any other party indemnified hereunder are in accordance with Laws and Regulations, but EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright D 2002 National Society of Professional Engineers for FJCDC. All rights resened. 00700-22 03/12 11-4179 to the extent caused by or based upon Contractor's 2. all the Work and materials and equipment performance of the Work. to be incorporated therein, whether in storage on or off the Site; and B. Removal of Debris During Performance of the Work: During the progress of the Work 3. other property at the Site or adjacent Contractor shall keep the Site and other areas free thereto, including trees, shrubs, lawns, walks, pave- from accumulations of waste materials, rubbish, and ments, roadways, structures, utilities, and Under- other debris. Removal and disposal of such waste ground Facilities not designated for removal, reloca- materials, rubbish, and other debris shall conform to Lion, or replacement in the course of construction. applicable Laws and Regulations. B. Contractor shall comply with all applicable C. Cleaning: Prior to Substantial Completion Laws and Regulations relating to the safety of of the Work Contractor shall clean the Site and the persons or property, or to the protection of persons Work and make it ready for utilization by Owner. At or property from damage, injury, or loss; and shall the completion of the Work Contractor shall remove erect and maintain all necessary safeguards for from the Site all tools, appliances, construction such safety and protection. Contractor shall notify equipment and machinery, and surplus materials owners of adjacent property and of Underground and shall restore to original condition all property not Facilities and other utility owners when prosecution designated for alteration by the Contract of the Work may affect them, and shall cooperate Documents. with them in the protection, removal, relocation, and replacement of their property. D. Loading Structures: Contractor shall not load nor permit any part of any structure to be C.All damage, injury, or loss to any property loaded in any manner that will endanger the referred to in Paragraph 6.13.A.2 or 6.13.A.3 structure, nor shall Contractor subject any part of the caused, directly or indirectly, in whole or in part, by Work or adjacent property to stresses or pressures Contractor, any Subcontractor, Supplier, or any that will endanger it. other individual or entity directly or indirectly em- ployed by any of them to perform any of the Work, or 6.12 Record Documents anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or A. Contractor shall maintain in a safe place loss attributable to the fault of Drawings or at the Site one record copy of all Drawings, Specifications or to the acts or omissions of Owner Specifications, Addenda, Change Orders, Work or Engineer or, or anyone employed by any of them, Change Directives, Field Orders, and written or anyone for whose acts any of them may be liable, interpretations and clarifications in good order and and not attributable, directly or indirectly, in whole or annotated to show changes made during construc- in part, to the fault or negligence of Contractor or tion. These record documents together with all any Subcontractor, Supplier, or other individual or approved Samples and a counterpart of all approved entity directly or indirectly employed by any of them). Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these D. Contractor's duties and responsibilities record documents, Samples, and Shop Drawings will for safety and for protection of the Work shall be delivered to Engineer for Owner. continue until such time as all the Work is completed and Engineer has issued a notice to Owner and 6.13 Safety and Protection Contractor in accordance with Paragraph 14.07.6 that the Work is acceptable (except as otherwise ex- A. Contractor shall be solely responsible for pressly provided in connection with Substantial initiating, maintaining and supervising all safety Completion). precautions and programs in connection with the Work. Contractor shall take all necessary 6.14 Safety Representative precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or A. Contractor shall designate a qualified and loss to: experienced safety representative at the Site whose duties and responsibilities shall be the prevention of 1. all persons on the Site or who may be accidents and the maintaining and supervising of affected by the Work; safety precautions and programs. F-JCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EICDC. All rights resen'ed. 00700-23 03/12 11-4179 6.15 Hazard Communication Programs and other data as Engineer may require to enable Engineer to review the submittal for A. Contractor shall be responsible for coordi- the limited purposes required by Paragraph nating any exchange of material safety data sheets 6.17.D. or other hazard communication information required to be made available to or exchanged between or B. Where a Shop Drawing or Sample is re- among employers at the Site in accordance with quired by the Contract Documents or the Schedule Laws or Regulations. of Submittals , any related Work performed prior to Engineer's review and approval of the pertinent 6.16 Emergencies submittal will be at the sole expense and responsibility of Contractor. A. In emergencies affecting the safety or protection of persons or the Work or property at the C. Submittal Procedures Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. 1. Before submitting each Shop Drawing or Contractor shall give Engineer prompt written notice Sample, Contractor shall have determined and veri- if Contractor believes that any significant changes in fled: the Work or variations from the Contract Documents have been caused thereby or are required as a a. all field measurements, quantities, dimen- result thereof. If Engineer determines that a change sions, specified performance and design in the Contract Documents is required because of criteria, installation requirements, materials, the action taken by Contractor in response to such catalog numbers, and similar information an emergency, a Work Change Directive or Change with respect thereto; Order will be issued. b. the suitability of all materials with respect 6.17 Shop Drawings and Samples to intended use, fabrication, shipping, han- dling, storage, assembly, and installation A. Contractor shall submit Shop Drawings pertaining to the performance of the Work; and Samples to Engineer for review and approval in accordance with the acceptable Schedule of c. all information relative to Contractor's Submittals (as required by Paragraph 2.07). Each responsibilities for means, methods, tech- submittal will be identified as Engineer may require. niques, sequences, and procedures of construction, and safety precautions and 1. Shop Drawings programs incident thereto; and a. Submit number of copies specified in the d. shall also have reviewed and coordinated General Requirements. each Shop Drawing or Sample with other Shop Drawings and Samples and with the b. Data shown on the Shop Drawings will be requirements of the Work and the Contract complete with respect to quantities, dimen- Documents. sions, specified performance and design criteria, materials, and similar data to show 2. Each submittal shall bear a stamp or Engineer the services, materials, and specific written certification that Contractor has satis- equipment Contractor proposes to provide fled Contractor's obligations under the Contract and to enable Engineer to review the Documents with respect to Contractor's review and information for the limited purposes required approval of that submittal. by Paragraph 6.17.D. 3. With each submittal, Contractor shall give 2. Samples: Contractor shall also submit Engineer specific written notice of any variations, Samples to Engineer for review and approval in that the Shop Drawing or Sample may have from the accordance with the acceptable schedule of Shop requirements of the Contract Documents. This notice Drawings and Sample submittals. shall be both a written communication separate from the Shop Drawing's or Sample Submittal; and, in a. Submit number of Samples specified in addition, by a specific notation made on each Shop the Specifications. Drawing or Sample submitted to Engineer for review and approval of each such variation. b. Clearly identify each Sample as to material, Supplier, pertinent data such as D. Engineer's Review catalog numbers, the use for which intended EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 02002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-24 03/12 11-4179 6.19 Contractor's General Warranty and Guaran- 1. Engineer will provide timely review of tee Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. A. Contractor warrants and guarantees to Engineer's review and approval will be only to deter- Owner that all Work will be in accordance with the mine if the items covered by the submittals will, after Contract Documents and will not be defective. installation or incorporation in the Work, conform to Engineer and its Related Entities shall be entitled to the information given in the Contract Documents and rely on representation of Contractor's warranty and be compatible with the design concept of the guarantee. completed Project as a functioning whole as indicated by the Contract Documents. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 2. Engineer's review and approval will not extend to means, methods, techniques, sequences, 1. abuse, modification, or improper main- or procedures of construction (except where a tenance or operation by persons other than particular means, method, technique, sequence, or Contractor, Subcontractors, Suppliers, or any other procedure of construction is specifically and ex- individual or entity for whom Contractor is pressly called for by the Contract Documents) or to responsible; or safety precautions or programs incident thereto. The review and approval of a separate item as such will 2. normal wear and tear under normal not indicate approval of the assembly in which the usage. item functions. C. Contractor's obligation to perform and 3. Engineer's review and approval shall not complete the Work in accordance with the Contract relieve Contractor from responsibility for any Documents shall be absolute. None of the following variation from the requirements of the Contract will constitute an acceptance of Work that is not in Documents unless Contractor has complied with the accordance with the Contract Documents or a requirements of Paragraph 6.17.C.3 and Engineer release of Contractor's obligation to perform the has given written approval of each such variation by Work in accordance with the Contract Documents: specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. 1. observations by Engineer; Engineer's review and approval shall not relieve Contractor from responsibility for complying with the 2. recommendation by Engineer or payment requirements of Paragraph 6.17.C.1. by Owner of any progress or final payment; E. Resubmittal Procedures 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related 1. Contractor shall make corrections thereto by Owner; required by Engineer and shall return the required number of corrected copies of Shop Drawings and 4. use or occupancy of the Work or any part submit, as required, new Samples for review and thereof by Owner; approval. Contractor shall direct specific attention in writing to revisions other than the corrections called 5. any review and approval of a Shop Draw- for by Engineer on previous submittals. ing or Sample submittal or the issuance of a notice of acceptability by Engineer; 6.18 Continuing the Work 6. any inspection, test, or approval by A. Contractor shall carry on the Work and others; or adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be 7. any correction of defective Work by delayed or postponed pending resolution of any Owner. disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may 6.20 Indemnification otherwise agree in writing. A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them from EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright D 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-25 03/12 11-4179 and against all claims, costs, losses, and damages required to provide professional services in violation (including but not limited to all fees and charges of of applicable law. engineers, architects, attorneys, and other professionals and all court or arbitration or other B. If professional design services or dispute resolution costs) arising out of or relating to certifications by a design professional related to the performance of the Work, provided that any such systems, materials or equipment are specifically claim, cost, loss, or damage is attributable to bodily required of Contractor by the Contract Documents, injury, sickness, disease, or death, or to injury to or Owner and Engineer will specify all performance and destruction of tangible property (other than the Work design criteria that such services must satisfy. itself), including the loss of use resulting therefrom Contractor shall cause such services or certifications but only to the extent caused by any negligent act or to be provided by a properly licensed professional, omission of Contractor, any Subcontractor, any whose signature and seal shall appear on all Supplier, or any individual or entity directly or drawings, calculations, specifications, certifications, indirectly employed by any of them to perform any of Shop Drawings and other submittals prepared by the Work or anyone for whose acts any of them may such professional. Shop Drawings and other be liable . submittals related to the Work designed or certified by such professional, if prepared by others, shall B. In any and all claims against Owner or bear such professional's written approval when Engineer or any of their respective consultants, submitted to Engineer. agents, officers, directors, partners, or employees by any employee (or the survivor or personal C. Owner and Engineer shall be entitled to representative of such employee) of Contractor, any rely upon the adequacy, accuracy and completeness Subcontractor, any Supplier, or any individual or of the services, certifications or approvals performed entity directly or indirectly employed by any of them by such design professionals, provided Owner and to perform any of the Work, or anyone for whose Engineer have specified to Contractor all acts any of them may be liable, the indemnification performance and design criteria that such services obligation under Paragraph 6.20.A shall not be must satisfy. limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable D. Pursuant to this Paragraph 6.21, by or for Contractor or any such Subcontractor, Engineer's review and approval of design Supplier, or other individual or entity under workers' calculations and design drawings will be only for the compensation acts, disability benefit acts, or other limited purpose of checking for conformance with employee benefit acts performance and design criteria given and the design concept expressed in the Contract C. The indemnification obligations of Documents. Engineer's review and approval of Shop Contractor under Paragraph 6.20.A shall not extend Drawings and other submittals (except design to the liability of Engineer and Engineer's officers, calculations and design drawings)will be only for the directors, partners, employees, agents, consultants purpose stated in Paragraph 6.17.D.1. and subcontractors arising out of: E. Contractor shall not be responsible for the 1. the preparation or approval of, or the adequacy of the performance or design criteria failure to prepare or approve, maps, Drawings, required by the Contract Documents. opinions, reports, surveys, Change Orders, designs, or Specifications; or ARTICLE 7 -OTHER WORK AT THE SITE 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 7.01 Related Work at Site 6.21 Delegation of Professional Design Services A. Owner may perform other work related to the Project at the Site with Owner's employees, or A. Contractor will not be required to provide via other direct contracts therefor, or have other professional design services unless such services work performed by utility owners. If such other work are specifically required by the Contract Documents is not noted in the Contract Documents, then: for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for 1. written notice thereof will be given to construction means, methods, techniques, Contractor prior to starting any such other work; and sequences and procedures. Contractor shall not be EJCDC C-700 Standard General Conditions of the Construction Contract Copyright cj 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00 700-26 03/12 11-4179 2. if Owner and Contractor are unable to 3. the extent of such authority and responsi- agree on entitlement to or on the amount or extent, if bilities will be provided. any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of B. Unless otherwise provided in the such other work, a Claim may be made therefor as Supplementary Conditions, Owner shall have sole provided in Paragraph 10.05. authority and responsibility for such coordination. B. Contractor shall afford each other 7.03 Legal Relationships contractor who is a party to such a direct contract, each utility owner and Owner, if Owner is performing A. Paragraphs 7.01.A and 7.02 are not other work with Owner's employees, proper and safe applicable for utilities not under the control of Owner. access to the Site, a reasonable opportunity for the introduction and storage of materials and equipment B. Each other direct contract of Owner under and the execution of such other work, and shall Paragraph 7.01.A shall provide that the other properly coordinate the Work with theirs. Contractor contractor is liable to Owner and Contractor for the shall do all cutting, fitting, and patching of the Work reasonable direct delay and disruption costs that may be required to properly connect or incurred by Contractor as a result of the other otherwise make its several parts come together and contractor's actions or inactions. properly integrate with such other work. Contractor shall not endanger any work of others by cutting, C. Contractor shall be liable to Owner and excavating, or otherwise altering their work and will any other contractor for the reasonable direct delay only cut or alter their work with the written consent of and disruption costs incurred by such other Engineer and the others whose work will be affect- contractor as a result of Contractor's action or ed. The duties and responsibilities of Contractor inactions. 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 ARTICLE 8 -OWNER'S RESPONSIBILITIES Contractor in said direct contracts between Owner and such utility owners and other contractors. 8.01 Communications to Contractor C. If the proper execution or results of any part of Contractor's Work depends upon work per- A. Except as otherwise provided in these formed by others under this Article 7, Contractor General Conditions, Owner shall issue all communi- shall inspect such other work and promptly report to cations to Contractor through Engineer. Engineer in writing any delays, defects, or deficien- cies in such other work that render it unavailable or 8.02 Replacement of Engineer unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report A. In case of termination of the employment will constitute an acceptance of such other work as of Engineer, Owner shall appoint an engineer to fit and proper for integration with Contractor's Work whom Contractor makes no reasonable objection, except for latent defects and deficiencies in such whose status under the Contract Documents shall other work be that of the former Engineer. 7.02 Coordination 8.03 Furnish Data A. If Owner intends to contract with others A. Owner shall promptly furnish the data for the performance of other work on the Project at required of Owner under the Contract Documents. the Site, the following will be set forth in Supplementary Conditions: 8.04 Pay When Due 1. the individual or entity who will have A. Owner shall make payments to authority and responsibility for coordination of the Contractor when they are due as provided in activities among the various contractors will be Paragraphs 14.02.0 and 14.07.C. identified; 8.05 Lands and Easements;Reports and Tests 2. the specific matters to be covered by such authority and responsibility will be itemized; and A. Owner's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 132002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-27 03/12 11-4179 Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to ARTICLE 9 - ENGINEER'S STATUS DURING Owner's identifying and making available to CONSTRUCTION Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions in or relating to existing surface 9.01 Owner's Representative or subsurface structures at or contiguous to the Site that have been utilized by Engineer in preparing the A. Engineer will be Owner's representative Contract Documents. during the construction period. The duties and responsibilities and the limitations of authority of 8.06 Insurance Engineer as Owner's representative during construction are set forth in the Contract Documents A. Owner's responsibilities, if any, in respect and will not be changed without written consent of to purchasing and maintaining liability and property Owner and Engineer. insurance are set forth in Article 5. 9.02 Visits to Site 8.07 Change Orders A. Engineer will make visits to the Site at A. Owner is obligated to execute Change intervals appropriate to the various stages of Orders as indicated in Paragraph 10.03. construction as Engineer deems necessary in order to observe as an experienced and qualified design 8.08 Inspections, Tests, and Approvals professional the progress that has been made and the quality of the various aspects of Contractor's A. Owner's responsibility in respect to executed Work. Based on information obtained certain inspections, tests, and approvals is set forth during such visits and observations, Engineer, for in Paragraph 13.03.B. the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract 8.09 Limitations on Owner's Responsibilities Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to A. The Owner shall not supervise, direct, or check the quality or quantity of the Work. Engineer's have control or authority over, nor be responsible efforts will be directed toward providing for Owner a for, Contractor's means, methods, techniques, se- greater degree of confidence that the completed quences, or procedures of construction, or the safety Work will conform generally to the Contract precautions and programs incident thereto, or for Documents. On the basis of such visits and any failure of Contractor to comply with Laws and observations, Engineer will keep Owner informed of Regulations applicable to the performance of the the progress of the Work and will endeavor to guard Work. Owner will not be responsible for Contractor's Owner against defective Work failure to perform the Work in accordance with the Contract Documents. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority 8.10 Undisclosed Hazardous Environmental and responsibility set forth in Paragraph 9.09. Condition Particularly, but without limitation, during or as a result of Engineer's visits or observations of A. Owner's responsibility in respect to an Contractor's Work Engineer will not supervise, undisclosed Hazardous Environmental Condition is direct, control, or have authority over or be set forth in Paragraph 4.06. responsible for Contractor's means, methods, techniques, sequences, or procedures of construc- 8.11 Evidence of Financial Arrangements Lion, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply A. If and to the extent Owner has agreed to with Laws and Regulations applicable to the fumish Contractor reasonable evidence that financial performance of the Work. arrangements have been made to satisfy Owner's obligations under the Contract Documents, Owner's 9.03 Project Representative responsibility in respect thereof will be as set forth in the Supplementary Conditions. A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright d 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-28 03/12 11-4179 the Supplementary Conditions, and limitations on D. In connection with Engineer's authority as the responsibilities thereof will be as provided in to Applications for Payment, see Article 14. Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the 9.07 Determinations for Unit Price Work Site who is not Engineer's consultant, agent or em- ployee, the responsibilities and authority and A. Engineer will determine the actual quanti- limitations thereon of such other individual or entity ties and classifications of Unit Price Work performed will be as provided in the Supplementary Conditions. by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such 9.04 Authorized Variations in Work matters before rendering a written decision thereon (by recommendation of an Application for Payment A. Engineer may authorize minor variations or otherwise). Engineer's written decision thereon in the Work from the requirements of the Contract will be final and binding (except as modified by Documents which do not involve an adjustment in Engineer to reflect changed factual conditions or the Contract Price or the Contract Times and are more accurate data) upon Owner and Contractor, compatible with the design concept of the completed subject to the provisions of Paragraph 10.05. Project as a functioning whole as indicated by the Contract Documents. These may be accomplished 9.08 Decisions on Requirements of Contract by a Field Order and will be binding on Owner and Documents and Acceptability of Work also on Contractor, who shall perform the Work in- volved promptly. If Owner or Contractor believes that A. Engineer will be the initial interpreter of a Field Order justifies an adjustment in the Contract the requirements of the Contract Documents and Price or Contract Times, or both, and the parties are judge of the acceptability of the Work thereunder. All unable to agree on entitlement to or on the amount matters in question and other matters between or extent, if any, of any such adjustment , a Claim Owner and Contractor arising prior to the date final may be made therefor as provided in Paragraph payment is due relating to the acceptability of the 10.05. Work, and the interpretation of the requirements of the Contract Documents pertaining to the 9.05 Rejecting Defective Work performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving A. Engineer will have authority to reject rise to the question Work which Engineer believes to be defective, or that Engineer believes will not produce a completed B. Engineer will, with reasonable Project that conforms to the Contract Documents or promptness, render a written decision on the issue that will prejudice the integrity of the design concept referred. If Owner or Contractor believe that any of the completed Project as a functioning whole as such decision entitles them to an adjustment in the indicated by the Contract Documents. Engineer will Contract Price or Contract Times or both, a Claim also have authority to require special inspection or may be made under Paragraph 10.05. The date of testing of the Work as provided in Paragraph 13.04, Engineer's decision shall be the date of the event whether or not the Work is fabricated, installed, or giving rise to the issues referenced for the purposes completed. of Paragraph 10.05.B. 9.06 Shop Drawings, Change Orders and C. Engineer's written decision on the issue Payments referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph A. In connection with Engineer's authority, 10.05. and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not B. In connection with Engineer's authority, show partiality to Owner or Contractor and will not and limitations thereof, as to design calculations and be liable in connection with any interpretation or design drawings submitted in response to a decision rendered in good faith in such capacity. delegation of professional design services, if any, see Paragraph 6.21. 9.09 Limitations on Engineer's Authority and Responsibilities C. In connection with Engineer's authority as to Change Orders, see Articles 10, 11, and 12. A. Neither Engineer's authority or respon- sibility under this Article 9 or under any other provi- sion of the Contract Documents nor any decision EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Societe of Professional Engineers for EJCDC. All rights resen ed. 00 700-29 03/12 11-4179 made by Engineer in good faith either to exercise or B. If Owner and Contractor are unable to not exercise such authority or responsibility or the agree on entitlement to, or on the amount or extent, undertaking, exercise, or performance of any if any, of an adjustment in the Contract Price or authority or responsibility by Engineer shall create, Contract Times, or both, that should be allowed as a impose, or give rise to any duty in contract, tort, or result of a Work Change Directive, a Claim may be otherwise owed by Engineer to Contractor, any made therefor as provided in Paragraph 10.05. Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of 10.02 Unauthorized Changes in the Work any of them. A.Contractor shall not be entitled to an B. Engineer will not supervise, direct, increase in the Contract Price or an extension of the control, or have authority over or be responsible for Contract Times with respect to any work performed Contractor's means, methods, techniques, se- that is not required by the Contract Documents as quences, or procedures of construction, or the safety amended, modified, or supplemented as provided in precautions and programs incident thereto, or for Paragraph 3.04, except in the case of an emergency any failure of Contractor to comply with Laws and as provided in Paragraph 6.16 or in the case of Regulations applicable to the performance of the uncovering Work as provided in Paragraph 13.04.8. Work. Engineer will not be responsible for Contractor's failure to perform the Work in accor- 10.03 Execution of Change Orders dance with the Contract Documents. A. Owner and Contractor shall execute C. Engineer will not be responsible for the appropriate Change Orders recommended by acts or omissions of Contractor or of any Engineer covering: Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A, D. Engineer's review of the final Application (ii) required because of acceptance of defective for Payment and accompanying documentation and Work under Paragraph 13.08.A or Owner's all maintenance and operating instructions, correction of defective Work under Paragraph 13.09, schedules, guarantees, bonds, certificates of or(iii) agreed to by the parties; inspection, tests and approvals, and other documen- tation required to be delivered by Paragraph 14.07.A 2. changes in the Contract Price or Contract will only be to determine generally that their content Times which are agreed to by the parties, including complies with the requirements of, and in the case of any undisputed sum or amount of time for Work certificates of inspections, tests, and approvals that actually performed in accordance with a Work the results certified indicate compliance with the Change Directive; and Contract Documents. 3. changes in the Contract Price or Contract E. The limitations upon authority and Times which embody the substance of any written responsibility set forth in this Paragraph 9.09 shall decision rendered by Engineer pursuant to also apply to, the Resident Project Representative, if Paragraph 10.05; provided that, in lieu of executing any, and assistants, if any. any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and ARTICLE 10- CHANGES IN THE WORK; CLAIMS applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in 10.01 Authorized Changes in the Work Paragraph 6.18.A. A. Without invalidating the Contract and 10.04 Notification to Surety without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or A. If notice of any change affecting the revisions in the Work by a Change Order, or a Work general scope of the Work or the provisions of the Change Directive. Upon receipt of any such Contract Documents (including, but not limited to, document, Contractor shall promptly proceed with Contract Price or Contract Times) is required by the the Work involved which will be performed under the provisions of any bond to be given to a surety, the applicable conditions of the Contract Documents giving of any such notice will be Contractor's (except as otherwise specifically provided). responsibility. The amount of each applicable bond EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright D 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00 700-30 03/12 11-4179 will be adjusted to reflect the effect of any such change. E. Engineer's written action under Paragraph 10.05.0 or denial pursuant to Paragraphs 10.05 Claims 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor A. Engineer's Decision Required: All Claims, invoke the dispute resolution procedure set forth in except those waived pursuant to Paragraph 14.09, Article 16 within 30 days of such action or denial. shall be referred to the Engineer for decision. A decision by Engineer shall be required as a F. No Claim for an adjustment in Contract condition precedent to any exercise by Owner or Price or Contract Times will be valid if not submitted Contractor of any rights or remedies either may in accordance with this Paragraph 10.05. otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. ARTICLE 11 - COST OF THE WORK; B. Notice: Written notice stating the general ALLOWANCES; UNIT PRICE WORK nature of each Claim, shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 11.01 Cost of the Work days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest A. Costs Included: The term Cost of the with the party making the Claim. Notice of the Work means the sum of all costs, except those amount or extent of the Claim, with supporting data excluded in Paragraph 11.01.6, necessarily incurred shall be delivered to the Engineer and the other and paid by Contractor in the proper performance of party to the Contract within 60 days after the start of the Work. When the value of any Work covered by a such event (unless Engineer allows additional time Change Order or when a Claim for an adjustment in for claimant to submit additional or more accurate Contract Price is determined on the basis of Cost of data in support of such Claim). A Claim for an the Work, the costs to be reimbursed to Contractor adjustment in Contract Price shall be prepared in will be only those additional or incremental costs accordance with the provisions of Paragraph required because of the change in the Work or 12.01.B. A Claim for an adjustment in Contract Time because of the event giving rise to the Claim. Except shall be prepared in accordance with the provisions as otherwise may be agreed to in writing by Owner, of Paragraph 12.02.8. Each Claim shall be accom- such costs shall be in amounts no higher than those panied by claimant's written statement that the prevailing in the locality of the Project, shall include adjustment claimed is the entire adjustment to which only the following items, and shall not include any of the claimant believes it is entitled as a result of said the costs itemized in Paragraph 11.01.B. event. The opposing party shall submit any response to Engineer and the claimant within 30 1. Payroll costs for employees in the direct days after receipt of the claimant's last submittal employ of Contractor in the performance of the Work (unless Engineer allows additional time). under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall C. Engineer's Action: Engineer will review include, without limitation, superintendents, foremen, each Claim and, within 30 days after receipt of the and other personnel employed full time at the Site. last submittal of the claimant or the last submittal of Payroll costs for employees not employed full time the opposing party, if any, take one of the following on the Work shall be apportioned on the basis of actions in writing: their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages 1. deny the Claim in whole or in part, plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, 2. approve the Claim, or and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, 3. notify the parties that the Engineer is vacation and holiday pay applicable thereto. The unable to resolve the Claim if, in the Engineer's sole expenses of performing Work outside of regular discretion, it would be inappropriate for the Engineer working hours, on Saturday, Sunday, or legal to do so. For purposes of further resolution of the holidays, shall be included in the above to the extent Claim, such notice shall be deemed a denial. authorized by Owner. D. In the event that Engineer does not take 2. Cost of all materials and equipment fur- action on a Claim within said 30 days, the Claim nished and incorporated in the Work, including costs shall be deemed denied. of transportation and storage thereof, and Suppliers' EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright r3 2002 National Society of Professional Engineers for EJCDC. MI rights resen'ed. 00700-3t 03/12 11-4179 field services required in connection therewith. All cash discounts shall accrue to Contractor unless d. Sales, consumer, use, and other similar Owner deposits funds with Contractor with which to taxes related to the Work, and for which make payments, in which case the cash discounts Contractor is liable, imposed by Laws and shall accrue to Owner. All trade discounts, rebates Regulations. and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and e. Deposits lost for causes other than negli- Contractor shall make provisions so that they may gence of Contractor, any Subcontractor, or be obtained. anyone directly or indirectly employed by any of them or for whose acts any of them 3. Payments made by Contractor to may be liable, and royalty payments and Subcontractors for Work performed by fees for permits and licenses. Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors f. Losses and damages (and related acceptable to Owner and Contractor and shall expenses) caused by damage to the Work, deliver such bids to Owner, who will then determine, not compensated by insurance or otherwise, with the advice of Engineer, which bids, if any, will sustained by Contractor in connection with be acceptable. If any subcontract provides that the the performance of the Work (except losses Subcontractor is to be paid on the basis of Cost of and damages within the deductible amounts the Work plus a fee, the Subcontractor's Cost of the of property insurance established in Work and fee shall be determined in the same accordance with Paragraph 5.06.D), manner as Contractor's Cost of the Work and fee as provided such losses and damages have provided in this Paragraph 11.01. resulted from causes other than the negli- gence of Contractor, any Subcontractor, or 4. Costs of special consultants (including but anyone directly or indirectly employed by not limited to Engineers, architects, testing laborato- any of them or for whose acts any of them ries, surveyors, attorneys, and accountants) em- may be liable. Such losses shall include ployed for services specifically related to the Work. settlements made with the written consent and approval of Owner. No such losses, 5. Supplemental costs including the damages, and expenses shall be included in following: the Cost of the Work for the purpose of determining Contractor's fee. a. The proportion of necessary trans- portation, travel, and subsistence expenses g.. The cost of utilities, fuel, and sanitary of Contractor's employees incurred in dis- facilities at the Site. charge of duties connected with the Work. h. Minor expenses such as telegrams, long b. Cost, including transportation and mainte- distance telephone calls, telephone service nance, of all materials, supplies, equipment, at the Site, expresses, and similar petty machinery, appliances, office, and tempo- cash items in connection with the Work. rary facilities at the Site, and hand tools not owned by the workers, which are consumed i. The costs of premiums for all bonds and in the performance of the Work, and cost, insurance Contractor is required by the less market value, of such items used but Contract Documents to purchase and not consumed which remain the property of maintain. Contractor. B. Costs Excluded: The term Cost of the c. Rentals of all construction equipment and Work shall not include any of the following items: machinery, and the parts thereof whether rented from Contractor or others in accor- 1. Payroll costs and other compensation of dance with rental agreements approved by Contractor's officers, executives, principals (of Owner with the advice of Engineer, and the partnerships and sole proprietorships), general costs of transportation, loading, unloading, managers, safety managers, engineers, architects, assembly, dismantling, and removal thereof. estimators, attorneys, auditors, accountants, All such costs shall be in accordance with purchasing and contracting agents, expediters, the terms of said rental agreements. The timekeepers, clerks, and other personnel employed rental of any such equipment, machinery, or by Contractor, whether at the Site or in Contractor's parts shall cease when the use thereof is no principal or branch office for general administration longer necessary for the Work. of the Work and not specifically included in the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-32 03/12 11-4179 agreed upon schedule of job classifications referred a. the cash allowances include the cost to to in Paragraph 11.01.A.1 or specifically covered by Contractor (less any applicable trade Paragraph 11.01.A.4, all of which are to be discounts) of materials and equipment ' considered administrative costs covered by the required by the allowances to be delivered Contractor's fee at the Site, and all applicable taxes; and 2. Expenses of Contractor's principal and b. Contractor's costs for unloading and branch offices other than Contractor's office at the handling on the Site, labor, installation , Site. overhead, profit, and other expenses contemplated for the cash allowances have 3. Any part of Contractor's capital expenses, been included in the Contract Price and not including interest on Contractor's capital employed in the allowances, and no demand for addi- for the Work and charges against Contractor for tional payment on account of any of the delinquent payments. foregoing will be valid. 4. Costs due to the negligence of C. Contingency Allowance Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts 1. Contractor agrees that a contingency any of them may be liable, including but not limited allowance, if any, is for the sole use of Owner to to, the correction of defective Work, disposal of cover unanticipated costs. materials or equipment wrongly supplied, and making good any damage to property. D. Prior to final payment, an appropriate Change Order will be issued as recommended by 5. Other overhead or general expense costs Engineer to reflect actual amounts due Contractor of any kind and the costs of any item not specifically on account of Work covered by allowances, and the and expressly included in Paragraphs 11.01.A and Contract Price shall be correspondingly adjusted. 11.01.B. 11.03 Unit Price Work C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee A. Where the Contract Documents provide shall be determined as set forth in the Agreement. that all or part of the Work is to be Unit Price Work, When the value of any Work covered by a Change initially the Contract Price will be deemed to include Order or when a Claim for an adjustment in Contract for all Unit Price Work an amount equal to the sum Price is determined on the basis of Cost of the Work, of the unit price for each separately identified item of Contractor's fee shall be determined as set forth in Unit Price Work times the estimated quantity of each Paragraph 12.01.C. item as indicated in the Agreement. D. Documentation: Whenever the Cost of B. The estimated quantities of items of Unit the Work for any purpose is to be determined Price Work are not guaranteed and are solely for the pursuant to Paragraphs 11.01.A and 11.01.8, purpose of comparison of Bids and determining an Contractor will establish and maintain records initial Contract Price. Determinations of the actual thereof in accordance with generally accepted ac- quantities and classifications of Unit Price Work counting practices and submit in a form acceptable performed by Contractor will be made by Engineer to Engineer an itemized cost breakdown together subject to the provisions of Paragraph 9.07. with supporting data. C. Each unit price will be deemed to include 11.02 Allowances an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each A. It is understood that Contractor has in- separately identified item. cluded in the Contract Price all allowances so named in the Contract Documents and shall cause D. Owner or Contractor may make a Claim the Work so covered to be performed for such sums for an adjustment in the Contract Price in accor- and by such persons or entities as may be dance with Paragraph 10.05 if: acceptable to Owner and Engineer. 1. the quantity of any item of.Unit Price Work B. Cash Allowances performed by Contractor differs materially and significantly from the estimated quantity of such item 1. Contractor agrees that: indicated in the Agreement; and EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-33 03/12 11-4179 2. there is no corresponding adjustment with a. for costs incurred under Paragraphs respect any other item of Work; and 11.01.A.1 and 11.01.A.2, the Contractor's fee shall be 15 percent; 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result b. for costs incurred under Paragraph of having incurred additional expense or Owner 11.01.A.3, the Contractor's fee shall be five believes that Owner is entitled to a decrease in percent; Contract Price and the parties are unable to agree as to the amount of any such increase or decrease c. 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 ARTICLE 12 - CHANGE OF CONTRACT PRICE; intent of Paragraph 12.01.C.2.a is that the CHANGE OF CONTRACT TIMES Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such 12.01 Change of Contract Price Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier A. The Contract Price may only be changed Subcontractor and Contractor will each be by a Change Order. Any Claim for an adjustment in paid a fee of five percent of the amount paid the Contract Price shall be based on written notice to the next lower tier Subcontractor; submitted by the party making the Claim to the Engineer and the other party to the Contract in d. no fee shall be payable on the basis of accordance with the provisions of Paragraph 10.05. costs itemized under Paragraphs 11.01.A.4, 11.01.A.5, and 11.01.B; B. The value of any Work covered by a Change Order or of any Claim for an adjustment in e. the amount of credit to be allowed by the Contract Price will be determined as follows: Contractor to Owner for any change which results in a net decrease in cost will be the 1. where the Work involved is covered by amount of the actual net decrease in cost unit prices contained in the Contract Documents, by plus a deduction in Contractor's fee by an application of such unit prices to the quantities of the amount equal to five percent of such net items involved (subject to the provisions of decrease; and Paragraph 11.03); or f. when both additions and credits are in- 2. where the Work involved is not covered volved in any one change, the adjustment in by unit prices contained in the Contract Documents, Contractor's fee shall be computed on the by a mutually agreed lump sum (which may include basis of the net change in accordance with an allowance for overhead and profit not necessarily Paragraphs 12.01.C.2.a through in accordance with Paragraph 12.01.C.2); or 12.01.C.2.e, inclusive. 3. where the Work involved is not covered 12.02 Change of Contract Times by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under A. The Contract Times may only be changed Paragraph 12.01.B.2, on the basis of the Cost of the by a Change Order. Any Claim for an adjustment in Work (determined as provided in Paragraph 11.01) the Contract Times shall be based on written notice plus a Contractor's fee for overhead and profit submitted by the party making the Claim to the (determined as provided in Paragraph 12.01.C). Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. C. Contractors Fee:The Contractor's fee for overhead and profit shall be determined as follows: B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an 1. a mutually acceptable fixed fee; or adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the 12.03 Delays various portions of the Cost of the Work: A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights resen ed. 00700-3J 03/12 11-4179 the Contract Times will be extended in an amount ARTICLE 13 - TESTS AND INSPECTIONS; equal to the time lost due to such delay if a Claim is CORRECTION, REMOVAL OR ACCEPTANCE OF made therefor as provided in Paragraph 12.02.A. DEFECTIVE WORK Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other 13.01 Notice of Defects contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal A. Prompt notice of all defective Work of weather conditions, or acts of God. which Owner or Engineer has actual knowledge will be given to Contractor. All defective Work may be B. If Owner, Engineer, or other contractors rejected, corrected, or accepted as provided in this or utility owners performing other work for Owner as Article 13. contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes 13.02 Access to Work with the performance or progress of the Work, then Contractor shall be entitled to an equitable A. Owner, Engineer, their consultants and adjustment in the Contract Price or the Contract other representatives and personnel of Owner, Times , or both. Contractor's entitlement to an independent testing laboratories, and governmental adjustment of the Contract Times is conditioned on agencies with jurisdictional interests will have access such adjustment being essential to Contractor's to the Site and the Work at reasonable times for ability to complete the Work within the Contract their observation, inspecting, and testing. Contractor Times. shall provide them proper and safe conditions for such access and advise them of Contractor's Site C If Contractor is delayed in the safety procedures and programs so that they may performance or progress of the Work by fire, flood, comply therewith as applicable. epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the 13.03 Tests and Inspections control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then A. Contractor shall give Engineer timely Contractor shall be entitled to an equitable notice of readiness of the Work for all required adjustment in Contract Times, if such adjustment is inspections, tests, or approvals and shall cooperate essential to Contractor's ability to complete the Work with inspection and testing personnel to facilitate within the Contract Times. Such an adjustment shall required inspections or tests. be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.C. B. Owner shall employ and pay for the services of an independent testing laboratory to D. Owner, Engineer and the Related Entities perform all inspections, tests, or approvals required of each of them shall not be liable to Contractor for by the Contract Documents except: any claims, costs, losses, or damages (including but not limited to all fees and charges of Engineers, 1. for inspections, tests, or approvals architects, attorneys, and other professionals and all covered by Paragraphs 13.03.0 and 13.03.D below; court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any 2. that costs incurred in connection with other project or anticipated project. tests or inspections conducted pursuant to Paragraph 13.04.B shall be paid as provided in said E. Contractor shall not be entitled to an Paragraph 13.04.C; and adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays 3. as otherwise specifically provided in the attributable to and within the control of a Contract Documents. Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspec- tion or approval. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineer for EJCDC. All rights resen ed. 00700-35 03/12 11-4179 D. If, the uncovered Work is not found to be D. Contractor shall be responsible for defective, Contractor shall be allowed an increase in arranging and obtaining and shall pay all costs in the Contract Price or an extension of the Contract connection with any inspections, tests, or approvals Times, or both, directly attributable to such required for Owner's and Engineer's acceptance of uncovering, exposure, observation, inspection, materials or equipment to be incorporated in the testing, replacement, and reconstruction. If the Work; or acceptance of materials, mix designs, or parties are unable to agree as to the amount or equipment submitted for approval prior to extent thereof, Contractor may make a Claim Contractor's purchase thereof for incorporation in therefor as provided in Paragraph 10.05. the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner 13.05 Owner May Stop the Work and Engineer. A. If the Work is defective, or Contractor fails E. If any Work (or the work of others) that is to supply sufficient skilled workers or suitable to be inspected, tested, or approved is covered by materials or equipment, or fails to perform the Work Contractor without written concurrence of Engineer, in such a way that the completed Work will conform it must, if requested by Engineer, be uncovered for to the Contract Documents, Owner may order observation. Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; F. Uncovering Work as provided in however, this right of Owner to stop the Work shall Paragraph 13.03.E shall be at Contractor's expense not give rise to any duty on the part of Owner to unless Contractor has given Engineer timely notice exercise this right for the benefit of Contractor, any of Contractor's intention to cover the same and Subcontractor, any Supplier, any other individual or Engineer has not acted with reasonable promptness entity, or any surety for, or employee or agent of any in response to such notice. of them. 13.04 Uncovering Work 13.06 Correction or Removal of Defective Work A. If any Work is covered contrary to the A. Promptly after receipt of notice, written request of Engineer, it must, if requested by Contractor shall correct all defective Work, whether Engineer, be uncovered for Engineer's observation or not fabricated, installed, or completed, or, if the and replaced at Contractor's expense. Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not B. If Engineer considers it necessary or defective. Contractor shall pay all claims, costs, advisable that covered Work be observed by losses, and damages (including but not limited to all Engineer or inspected or tested by others, fees and charges of engineers, architects, attorneys, Contractor, at Engineer's request, shall uncover, and other professionals and all court or arbitration or expose, or otherwise make available for observation, other dispute resolution costs) arising out of or inspection, or testing as Engineer may require, that relating to such correction or removal (including but portion of the Work in question, furnishing all neces- not limited to all costs of repair or replacement of sary labor, material, and equipment. work of others). C. If it is found that the uncovered Work is B. When correcting defective Work under defective, Contractor shall pay all claims, costs, the terms of this Paragraph 13.06 or Paragraph losses, and damages (including but not limited to all 13.07, Contractor shall take no action that would fees and charges of engineers, architects, attorneys, void or otherwise impair Owner's special warranty and other professionals and all court or arbitration or and guarantee, if any, on said Work. other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, 13.07 Correction Period inspection, and testing, and of satisfactory replacement or reconstruction (including but not A. If within one year after the date of limited to all costs of repair or replacement of work of Substantial Completion (or such longer period of others); and Owner shall be entitled to an time as may be prescribed by the terms of any appropriate decrease in the Contract Price. If the applicable special guarantee required by the parties are unable to agree as to the amount thereof, Contract Documents) or by any specific provision of Owner may make a Claim therefor as provided in the Contract Documents, any Work is found to be Paragraph 10.05. defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-36 03/12 11-4179 contemplated in Paragraph 6.11.A is found to be do so. Contractor shall pay all claims, costs, losses, defective, Contractor shall promptly, without cost to and damages (including but not limited to all fees Owner and in accordance with Owner's written and charges of engineers, architects, attorneys, and instructions: other professionals and all court or arbitration or other dispute resolution costs) attributable to 1. repair such defective land or areas; or Owner's evaluation of and determination to accept such defective Work (such costs to be approved by 2. correct such defective Work; or Engineer as to reasonableness) and the diminished value of the Work to the extent not otherwise paid by 3. if the defective Work has been rejected by Contractor pursuant to this sentence. If any such Owner, remove it from the Project and replace it with acceptance occurs prior to Engineer's recommen- Work that is not defective, and dation of final payment, a Change Order will be issued incorporating the necessary revisions in the 4. satisfactorily correct or repair or remove Contract Documents with respect to the Work, and and replace any damage to other Work, to the work Owner shall be entitled to an appropriate decrease of others or other land or areas resulting therefrom. in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to B. If Contractor does not promptly comply agree as to the amount thereof, Owner may make a with the terms of Owner's written instructions, or in Claim therefor as provided in Paragraph 10.05. If the an emergency where delay would cause serious risk acceptance occurs after such recommendation, an of loss or damage, Owner may have the defective appropriate amount will be paid by Contractor to Work corrected or repaired or may have the rejected Owner. Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all 13.09 Owner May Correct Defective Work fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or A. If Contractor fails within a reasonable other dispute resolution costs) arising out of or time after written notice from Engineer to correct relating to such correction or repair or such removal defective Work or to remove and replace rejected and replacement (including but not limited to all Work as required by Engineer in accordance with costs of repair or replacement of work of others) will Paragraph 13.06.A, or if Contractor fails to perform be paid by Contractor. the Work in accordance with the Contract Documents, or if Contractor fails to comply with any C. In special circumstances where a particu- other provision of the Contract Documents, Owner lar item of equipment is placed in continuous service may, after seven days written notice to Contractor, before Substantial Completion of all the Work, the correct or remedy any such deficiency. correction period for that item may start to run from an earlier date if so provided in the Specifications . B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed D. Where defective Work (and damage to expeditiously. In connection with such corrective or other Work resulting therefrom) has been corrected remedial action, Owner may exclude Contractor from or removed and replaced under this Paragraph all or part of the Site, take possession of all or part of 13.07, the correction period hereunder with respect the Work and suspend Contractor's services related to such Work will be extended for an additional thereto, take possession of Contractor's tools, period of one year after such correction or removal appliances, construction equipment and machinery and replacement has been satisfactorily completed. at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner E. Contractor's obligations under this has paid Contractor but which are stored elsewhere. • Paragraph 13.07 are in addition to any other Contractor shall allow Owner, Owner's obligation or warranty. The provisions of this representatives, agents and employees, Owner's Paragraph 13.07 shall not be construed as a other contractors, and Engineer and Engineer's substitute for or a waiver of the provisions of any consultants access to the Site to enable Owner to applicable statute of limitation or repose. exercise the rights and remedies under this Paragraph. 13.08 Acceptance of Defective Work C. All claims, costs, losses, and damages A. If, instead of requiring correction or (including but not limited to all fees and charges of removal and replacement of defective Work, Owner engineers, architects, attorneys, and other (and, prior to Engineer's recommendation of final professionals and all court or arbitration or other payment, Engineer) prefers to accept it, Owner may dispute resolution costs) incurred or sustained by EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright D 2002 National Society of Professional Engineers for EJCDC. MI rights resen'ed. 00700-37 03/12 11-4179 Owner in exercising the rights and remedies under ments to protect Owner's interest therein, all of this Paragraph 13.09 will be charged against which must be satisfactory to Owner. Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract 2. Beginning with the second Application for Documents with respect to the Work; and Owner Payment, each Application shall include an affidavit shall be entitled to an appropriate decrease in the of Contractor stating that all previous progress Contract Price. If the parties are unable to agree as payments received on account of the Work have to the amount of the adjustment, Owner may make a been applied on account to discharge Contractor's Claim therefor as provided in Paragraph 10.05. Such legitimate obligations associated with prior claims, costs, losses and damages will include but Applications for Payment. not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, 3. The amount of retainage with respect to removal, or replacement of Contractors defective progress payments will be as stipulated in the Work. Agreement. D. Contractor shall not be allowed an exten- B. Review of Applications sion of the Contract Times because of any delay in the performance of the Work attributable to the 1. Engineer will, within 10 days after receipt exercise by Owner of Owner's rights and remedies of each Application for Payment, either indicate in under this Paragraph 13.09. writing a recommendation of payment and present the Application to Owner or retum the Application to Contractor indicating in writing Engineer's reasons ARTICLE 14- PAYMENTS TO CONTRACTOR AND for refusing to recommend payment. In the latter COMPLETION case, Contractor may make the necessary corrections and resubmit the Application. 14.01 Schedule of Values 2. Engineer's recommendation of any pay- ment requested in an Application for Payment will A. The Schedule of Values established as constitute a representation by Engineer to Owner, provided in Paragraph 2.07.A will serve as the basis based on Engineers observations on the Site of the for progress payments and will be incorporated into executed Work as an experienced and qualified a form of Application for Payment acceptable to design professional and on Engineers review of the Engineer. Progress payments on account of Unit Application for Payment and the accompanying data Price Work will be based on the number of units and schedules, that to the best of Engineers completed. knowledge, information and belief: 14.02 Progress Payments a. the Work has progressed to the point indicated; A.Applications for Payments b. the quality of the Work is generally in 1. At least 20 days before the date estab- accordance with the Contract Documents lished in the Agreement for each progress payment (subject to an evaluation of the Work as a (but not more often than once a month), Contractor functioning whole prior to or upon shall submit to Engineer for review an Application for Substantial Completion, to the results of any Payment filled out and signed by Contractor subsequent tests called for in the Contract covering the Work completed as of the date of the Documents, to a final determination of Application and accompanied by such supporting quantities and classifications for Unit Price documentation as is required by the Contract Docu- Work under Paragraph 9.07, and to any ments. If payment is requested on the basis of other qualifications stated in the materials and equipment not incorporated in the recommendation); and Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Applica- c. the conditions precedent to Contractors tion for Payment shall also be accompanied by a bill being entitled to such payment appear to of sale, invoice, or other documentation warranting have been fulfilled in so far as it is that Owner has received the materials and equip- Engineer's responsibility to observe the ment free and clear of all Liens and evidence that Work. the materials and equipment are covered by appropriate property insurance or other arrange- EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 02002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-38 03/12 11-4179 3. By recommending any such payment a. the Work is defective, or completed Work Engineer will not thereby be deemed to have has been damaged, requiring correction or represented that: replacement; a. inspections made to check the quality or b. the Contract Price has been reduced by the quantity of the Work as it has been Change Orders; performed have been exhaustive, extended to every aspect of the Work in progress, or c. Owner has been required to correct involved detailed inspections of the Work defective Work or complete Work in accor- beyond the responsibilities specifically as- dance with Paragraph 13.09; or signed to Engineer in the Contract Docu- ments; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated b. that there may not be other matters or in Paragraph 15.02.A. issues between the parties that might entitle Contractor to be paid additionally by Owner C. Payment Becomes Due or entitle Owner to withhold payment to Contractor. 1. Ten days after presentation of the Application for Payment to Owner with Engineer's 4. Neither Engineer's review of Contractor's recommendation, the amount recommended will Work for the purposes of recommending payments (subject to the provisions of Paragraph 14.02.D) nor Engineer's recommendation of any payment, become due, and when due will be paid by Owner to including final payment, will impose responsibility on Contractor. Engineer: D. Reduction in Payment a. to supervise, direct, or control the Work, or 1. Owner may refuse to make payment of the full amount recommended by Engineer because: b. for the means, methods, techniques, sequences, or procedures of construction, or a. claims have been made against Owner on the safety precautions and programs account of Contractor's performance or fur- incident thereto, or nishing of the Work; c. for Contractor's failure to comply with b. Liens have been filed in connection with Laws and Regulations applicable to the Work, except where Contractor has Contractor's performance of the Work, or delivered a specific bond satisfactory to Owner to secure the satisfaction and d. to make any examination to ascertain how discharge of such Liens; or for what purposes Contractor has used the moneys paid on account of the Contract c. there are other items entitling Owner to a Price, or set-off against the amount recommended; or e. to determine that title to any of the Work, d. Owner has actual knowledge of the occur- materials, or equipment has passed to rence of any of the events enumerated in Owner free and clear of any Liens. Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's 2. If Owner refuses to make payment of the opinion, it would be incorrect to make the full amount recommended by Engineer, Owner will representations to Owner stated in Paragraph give Contractor immediate written notice (with a 14.02.8.2. Engineer may also refuse to recommend copy to Engineer) stating the reasons for such action any such payment or, because of subsequently and promptly pay Contractor any amount remaining discovered evidence or the results of subsequent after deduction of the amount so withheld. Owner inspections or tests, revise or revoke any such shall promptly pay Contractor the amount so with- payment recommendation previously made, to such held, or any adjustment thereto agreed to by Owner extent as may be necessary in Engineer's opinion to and Contractor, when Contractor corrects to Owner's protect Owner from loss because: satisfaction the reasons for such action. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 02002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-39 03/12 11-4179 3. If it is subsequently determined that recommendation as to division of responsibilities Owner's refusal of payment was not justified, the pending final payment between Owner and amount wrongfully withheld shall be treated as an Contractor with respect to security, operation, safety, amount due as determined by Paragraph 14.02.C.1. and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. 14.03 Contractor's Warranty of Title Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to A. Contractor warrants and guarantees that Engineer's issuing the definitive certificate of title to all Work, materials, and equipment covered Substantial Completion, Engineer's aforesaid recom- by any Application for Payment, whether incor- mendation will be binding on Owner and Contractor porated in the Project or not, will pass to Owner no until final payment. later than the time of payment free and clear of all Liens. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial 14.04 Substantial Completion Completion subject to allowing Contractor reasonable access to complete or correct items on A. When Contractor considers the entire the tentative list. Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire 14.05 Partial Utilization Work is substantially complete (except for items specifically listed by Contractor as incomplete) and A. Prior to Substantial Completion of all the request that Engineer issue a certificate of Work, Owner may use or occupy any substantially Substantial Completion completed part of the Work which has specifically been identified in the Contract Documents, or which B. Promptly after Contractor's notification, , Owner, Engineer, and Contractor agree constitutes Owner, Contractor, and Engineer shall make an a separately functioning and usable part of the Work inspection of the Work to determine the status of that can be used by Owner for its intended purpose completion. If Engineer does not consider the Work without significant interference with Contractors substantially complete, Engineer will notify performance of the remainder of the Work, subject to Contractor in writing giving the reasons therefor. the following conditions. C. If Engineer considers the Work 1. Owner at any time may request substantially complete, Engineer will deliver to Contractor in writing to permit Owner to use or Owner a tentative certificate of Substantial occupy any such part of the Work which Owner Completion which shall fix the date of Substantial believes to be ready for its intended use and Completion. There shall be attached to the substantially complete. If and when Contractor certificate a tentative list of items to be completed or agrees that such part of the Work is substantially corrected before final payment. Owner shall have complete, Contractor will certify to Owner and seven days after receipt of the tentative certificate Engineer that such part of the Work is substantially during which to make written objection to Engineer complete and request Engineer to issue a certificate as to any provisions of the certificate or attached list. of Substantial Completion for that part of the Work. If, after considering such objections, Engineer concludes that the Work is not substantially 2. Contractor at any time may notify Owner complete, Engineer will within 14 days after and Engineer in writing that Contractor considers submission of the tentative certificate to Owner notify any such part of the Work ready for its intended use Contractor in writing, stating the reasons therefor. If, and substantially complete and request Engineer to after consideration of Owner's objections, Engineer issue a certificate of Substantial Completion for that considers the Work substantially complete, Engineer part of the Work. will within said 14 days execute and deliver to Owner and Contractor a definitive certificate of Sub- 3. Within a reasonable time after either such stantial Completion (with a revised tentative list of request, Owner, Contractor, and Engineer shall items to be completed or corrected) reflecting such make an inspection of that part of the Work to changes from the tentative certificate as Engineer determine its status of completion. If Engineer does believes justified after consideration of any not consider that part of the Work to be substantially objections from Owner. complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer D. At the time of delivery of the tentative considers that part of the Work to be substantially certificate of Substantial Completion, Engineer will complete, the provisions of Paragraph 14.04 will deliver to Owner and Contractor a written apply with respect to certification of Substantial EJCDC C-700 Standard General Conditions of the Construction Contract. Cops right 0 2002 National Society of Professional Engineers for EJCDC. All rights resen ed. 00700-40 03/12 11-4179 Completion of that part of the Work and the division releases in full and an affidavit of Contractor that: (i) of responsibility in respect thereof and access the releases and receipts include all labor, services, thereto. material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment 4. No use or occupancy or separate bills, and other indebtedness connected with the operation of part of the Work may occur prior to Work for which Owner or Owner's property might in compliance with the requirements of Paragraph 5.10 any way be responsible have been paid or otherwise regarding property insurance. satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor 14.06 Final Inspection may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is B. Engineer's Review of Application and complete, Engineer will promptly make a final Acceptance inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this 1. If, on the basis of Engineers observation inspection reveals that the Work is incomplete or of the Work during construction and final inspection, defective. Contractor shall immediately take such and Engineer's review of the final Application for measures as are necessary to complete such Work Payment and accompanying documentation as re- or remedy such deficiencies quired by the Contract Documents, Engineer is satisfied that the Work has been completed and 14.07 Final Payment Contractor's other obligations under the Contract Documents have been fulfilled, Engineer will, within A. Application for Payment ten days after receipt of the final Application for Payment, indicate in writing Engineers recommen- 1. After Contractor has, in the opinion of dation of payment and present the Application for Engineer, satisfactorily completed all corrections Payment to Owner for payment. At the same time identified during the final inspection and has Engineer will also give written notice to Owner and delivered, in accordance with the Contract Docu- Contractor that the Work is acceptable subject to the ments, all maintenance and operating instructions, provisions of Paragraph 14.09. Otherwise, Engineer schedules, guarantees, bonds, certificates or other will return the Application for Payment to Contractor, evidence of insurance certificates of inspection, indicating in writing the reasons for refusing to marked-up record documents (as provided in recommend final payment, in which case Contractor Paragraph 6.12), and other documents, Contractor shall make the necessary corrections and resubmit may make application for final payment following the the Application for Payment. procedure for progress payments. C. Payment Becomes Due 2. The final Application for Payment shall be accompanied (except as previously delivered) by: 1. Thirty days after the presentation to Owner of the Application for Payment and a. all documentation called for in the accompanying documentation, the amount Contract Documents, including but not recommended by Engineer, less any sum Owner is limited to the evidence of insurance required entitled to set off against Engineer's by Paragraph 5.04.B.7; recommendation, including but not limited to liquidated damages, will become due and , will be b. consent of the surety, if any, to final paid by Owner to Contractor. payment; 14.08 Final Completion Delayed c. a list of all Claims against Owner that Contractor believes are unsettled; and A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and d. complete and legally effective releases or if Engineer so confirms, Owner shall, upon receipt of waivers (satisfactory to Owner) of all Lien Contractor's final Application for Payment (for Work rights arising out of or Liens filed in fully completed and accepted) and recommendation connection with the Work. of Engineer, and without terminating the Contract, make payment of the balance due for that portion of 3. In lieu of the releases or waivers of Liens the Work fully completed and accepted. If the specified in Paragraph 14.07.A.2 and as approved remaining balance to be held by Owner for Work not by Owner, Contractor may furnish receipts or fully completed or corrected is less than the EJCDC C-700 Standard General Conditions of the Construction Contract Cops right 0 2002 National Society of Professional Engineers for EJCDC. All rights resen'ed. 00700-41 03/12 11-4179 retainage stipulated in the Agreement, and if bonds Schedule established under Paragraph 2.07 as have been furnished as required in Paragraph 5.01, adjusted from time to time,pursuant to Paragraph the written consent of the surety to the payment of 6.04); the balance due for that portion of the Work fully completed and accepted shall be submitted by 2. Contractor's disregard of Laws or Regula- Contractor to Engineer with the Application for such tions of any public body having jurisdiction; payment. Such payment shall be made under the terms and conditions governing final payment, 3. Contractor's disregard of the authority of except that it shall not constitute a waiver of Claims. Engineer; or 14.09 Waiver of Claims 4. Contractor's violation in any substantial way of any provisions of the Contract Documents. A. The making and acceptance of final pay- ment will constitute: B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving 1. a waiver of all Claims by Owner against Contractor (and surety ) seven days written notice of Contractor, except Claims arising from unsettled its intent to terminate the services of Contractor. Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure 1. exclude Contractor from the Site, and to comply with the Contract Documents or the terms take possession of the Work and of all Contractor's of any special guarantees specified therein, or from tools, appliances, construction equipment, and Contractor's continuing obligations under the machinery at the Site, and use the same to the full Contract Documents; and extent they could be used by Contractor (without liability to Contractor for trespass or conversion), 2. a waiver of all Claims by Contractor against Owner other than those previously made in 2. incorporate in the Work all materials and accordance with the requirements herein and equipment stored at the Site or for which Owner has expressly acknowledged by Owner in writing as still paid Contractor but which are stored elsewhere, and unsettled. 3. complete the Work as Owner may deem expedient. ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is 15.01 Owner May Suspend Work completed. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and A. At any time and without cause, Owner damages (including but not limited to all fees and - may suspend the Work or any portion thereof for a charges of engineers, architects, attorneys, and period of not more than 90 consecutive days by other professionals and all court or arbitration or notice in writing to Contractor and Engineer which other dispute resolution costs) sustained by Owner will fix the date on which Work will be resumed. arising out of or relating to completing the Work, Contractor shall resume the Work on the date so such excess will be paid to Contractor. If such fixed. Contractor shall be granted an adjustment in claims, costs, losses, and damages exceed such the Contract Price or an extension of the Contract unpaid balance, Contractor shall pay the difference Times, or both, directly attributable to any such to Owner. Such claims, costs, losses, and damages suspension if Contractor makes a Claim therefor as incurred by Owner will be reviewed by Engineer as provided in Paragraph 10.05. to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When 15.02 Owner May Terminate for Cause exercising any rights or remedies under this Paragraph Owner shall not be required to obtain the A. The occurrence of any one or more of the lowest price for the Work performed. following events will justify termination for cause: D. Notwithstanding Paragraphs 15.02.B and 1. Contractor's persistent failure to perform 15.02.C, Contractor's services will not be terminated the Work in accordance with the Contract if Contractor begins within seven days of receipt of Documents (including, but not limited to, failure to notice of intent to terminate to correct its failure to supply sufficient skilled workers or suitable materials perform and proceeds diligently to cure such failure or equipment or failure to adhere to the Progress within no more than 30 days of receipt of said notice. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-12 03/12 11-4179 Application for Payment within 30 days after it is E. Where Contractor's services have been submitted, or (iii) Owner fails for 30 days to pay so terminated by Owner, the termination will not Contractor any sum finally determined to be due, affect any rights or remedies of Owner against then Contractor may, upon seven days written notice Contractor then existing or which may thereafter to Owner and Engineer, and provided Owner or accrue. Any retention or payment of moneys due Engineer do not remedy such suspension or failure Contractor by Owner will not release Contractor from within that time, terminate the Contract and recover liability. from Owner payment on the same terms as provided in Paragraph 15.03. F. If and to the extent that Contractor has provided a performance bond under the provisions B. In lieu of terminating the Contract and of Paragraph 5.01.A, the termination procedures of without prejudice to any other right or remedy, if that bond shall supersede the provisions of Engineer has failed to act on an Application for Paragraphs 15.02.B, and 15.02.C. Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any 15.03 Owner May Terminate For Convenience sum finally determined to be due, Contractor may, seven days after written notice to Owner and A. Upon seven days written notice to Engineer, stop the Work until payment is made of all Contractor and Engineer, Owner may, without cause such amounts due Contractor, including interest and without prejudice to any other right or remedy of thereon. The provisions of this Paragraph 15.04 are Owner, terminate the Contract. In such case, not intended to preclude Contractor from making a Contractor shall be paid for (without duplication of Claim under Paragraph 10.05 for an adjustment in any items): Contract Price or Contract Times or otherwise for expenses or damage directly attributable to 1 completed and acceptable Work executed Contractor's stopping the Work as permitted by this in accordance with the Contract Documents prior to Paragraph. the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; ARTICLE 16 - DISPUTE RESOLUTION 2. expenses sustained prior to the effective date of termination in performing services and fur- 16.01 Methods and Procedures nishing labor, materials, or equipment as required by the Contract Documents in connection with uncom- A. Either Owner or Contractor may request pleted Work, plus fair and reasonable sums for mediation of any Claim submitted to Engineer for a overhead and profit on such expenses; decision under Paragraph 10.05 before such decision becomes final and binding. The mediation 3. all claims, costs, losses, and damages will be govemed by the Construction Industry (including but not limited to all fees and charges of Mediation Rules of the American Arbitration engineers, ' architects, attorneys, and other Association in effect as of the Effective Date of the professionals and all court or arbitration or other Agreement. The request for mediation shall be dispute resolution costs) incurred in settlement of submitted in writing to the American Arbitration terminated contracts with Subcontractors, Suppliers, Association and the other party to the Contract. and others; and Timely submission of the request shall stay the effect of Paragraph 10.O5.E. 4. reasonable expenses directly attributable to termination. B. Owner and Contractor shall participate in the mediation process in good faith. The process B. Contractor shall not be paid on account of shall be concluded within 60 days of filing of the loss of anticipated profits or revenue or other eco- request. The date of termination of the mediation nomic loss arising out of or resulting from such shall be determined by application of the mediation termination. rules referenced above. 15.04 Contractor May Stop Work or Terminate C. If the Claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a A. If, through no act or fault of Contractor, (i) denial pursuant to Paragraphs 10.05.C.3 or 10.05.D the Work is suspended for more than 90 consecutive shall become final and binding 30 days after days by Owner or under an order of court or other termination of the mediation unless, within that time public authority, or (ii) Engineer fails to act on any period, Owner or Contractor: EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright D 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-13 03/12 11-4179 1. elects in writing to invoke any dispute 17.03 Cumulative Remedies resolution process provided for in the Supplementary Conditions, or A. The duties and obligations imposed by these General Conditions and the rights and 2. agrees with the other party to submit the remedies available hereunder to the parties hereto Claim to another dispute resolution process, or are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies avail- 3. gives written notice to the other party of able to any or all of them which are otherwise im- their intent to submit the Claim to a court of posed or available by Laws or Regulations, by competent jurisdiction. special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated ARTICLE 17- MISCELLANEOUS specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.01 Giving Notice 17.04 Survival of Obligations A. Whenever any provision of the Contract Documents requires the giving of written notice, it A. All representations, indemnifications, war- will be deemed to have been validly given if: ranties, and guarantees made in, required by, or given in accordance with the Contract Documents, 1. delivered in person to the individual or to as well as all continuing obligations indicated in the a member of the firm or to an officer of the Contract Documents, will survive final payment, corporation for whom it is intended, or completion, and acceptance of the Work or termina- tion or completion of the Contract or termination of 2. delivered at or sent by registered or the services of Contractor. certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.05 Controlling Law 17.02 Computation of Times A. This Contract is to be governed by the law of the state in which the Project is located. A. When any period of time is referred to in the Contract Documents by days, it will be computed 17.06 Headings to exclude the first and include the last day of such period. If the last day of any such period falls on a A. Article and paragraph headings are Saturday or Sunday or on a day made a legal inserted for convenience only and do not holiday by the law of the applicable jurisdiction, such constitute parts of these General Conditions. day will be omitted from the computation. EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright 0 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700-44 03/12 11-4179 SECTION 00800 FIRST AMENDED SUPPLEMENTARY CONDITIONS The following supplements modify, change from or add to the Standard General Conditions of the Construction Contract, EJCDC Document 1910-8, 1996 Edition. Where any Article of the General Conditions is modified or any Paragraph, Subparagraph or Clause thereof is modified or deleted by these supplements, the unaltered provisions shall remain in effect. ARTICLE 1 - DEFINITIONS AND TERMINOLOGY Add the following sentence to Paragraph 1.01.28 entitled "Notice of Award": 'When requested by OWNER, the Notice of Award may be issued by the ENGINEER." Add the following sentence to Paragraph 1.01.29 entitled "Notice to Proceed": 'When requested by OWNER, the Notice to Proceed may be issued by ENGINEER." Add the following terms after Paragraph 1.01 50: 1.51 ARCHITECT/ENGINEER - The person, firm or corporation named as the ENGINEER in the Agreement. 1.52 Provide - As used in the Project Manual, means to furnish and install, complete and ready for intended use. 1.53 Product - As used in the Project Manual, includes materials, fabrications, systems and equipment. 1.54 Project Manual - The volume of written construction documents, including the Bidding Documents, sample forms, and the Contract Documents, such as the Conditions of the Contract and the Specifications. 1.55 Retainage —The percentage of the Contract Price, retained by Owner from the progress payments to the Contractor for Work performed until the Work is completed. It shall be payable to Contractor in accordance with the Contract Documents. ARTICLE 2 - PRELIMINARY MATTERS Add the following to Paragraph 2.01: "If the Work is to be commenced prior to execution of the Agreement in response to a letter of intent, CONTRACTOR shall, prior to commencement of the Work, submit evidence satisfactory to OWNER that such bonds will be furnished." 08/12 00800-1 11-4179 In the first line of Paragraph 2.02. change the term "...ten..."to read: "...six(6)...". Delete Paragraph 2.03. and replace with the following: "The date of commencement of the Work is the date established in a Notice to Proceed." Add the following to Paragraph 2.05.: "D. CONTRACTOR shall perform no portion of the Work at any time without Contract Documents or, where specified, approved Shop Drawings for such portion of the Work. E. By executing the Contract, CONTRACTOR represents that he has visited the site, familiarized himself with the local conditions under which the Work is to be performed, and correlated his observations with the requirements of the Contract Documents." ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE Add the following to Paragraph 3.02.A.: "3. Sections of Division One - General Requirements govern the execution of all sections of the Specifications." ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS In Paragraph 4.02.A., change the term "...Supplementary Conditions..." to read: "...bidding requirements...". In Paragraph 4.02.B., change the term "Supplementary Conditions..." to read: "...bidding requirements...". ARTICLE 5 - BONDS AND INSURANCE In the first line of Paragraph 5.04., following the word "...maintain...", insert the words: "...in a company or companies licensed to do business in the State of Florida,...". In the last line of Paragraph 5.04.A.6., following the word "...vehicle.", insert the words: "..., or arising out of operation of laws and regulations for damages because of bodily injury or death of any person or for damage to property." Add the following after Paragraph 5.04.B.7.: 08/12 00800-2 11-4179 8. Include all major divisions of coverage and be on a comprehensive basis including: Premises Operations (including X, C and U coverages as applicable. ii. Independent contractor's Protective. Hi. Products and Completed Operations. iv. Personal Injury Liability with Employment Exclusion deleted. v. Contractual Liability. vi. Owned, non-owned and hired motor vehicles. vii. Broad Form property Damage including Completed Operations. 9. Provide coverage for not less than the following amounts. Workers' Compensation, etc. under paragraphs 5.4.1 and 5.4.2: a. 1. State Including employers liability limits $1,000,000 each accident, $1,000,000 disease policy limit, $1,000,000 disease each employee 2. Applicable Federal Statutory (e.g. Longshoreman's and/or Maritime) 3. Employer's Liability $ 1,000.000.00 b. Contractor's Liability Insurance under Article 5.4, which shall also include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care, custody and control of custody and control of Contractor: 1. General Aggregate (Except Products - $ 1,000,000.00 Completed Operations) 2. Products — Completed Operations $ 1,000,000.00 Aggregate 3. Personal and Advertising Injury (Per $ 1,000,000.00 Person/Organization) 4. Each Occurrence (Bodily Injury and $ 1,000,000.00 Property Damage) 5. Property Damage liability insurance will $ 1,000,000.00 provide Explosion, Collapse and Underground coverages where 08/12 00800-3 11-4179 applicable. 6. Professional Liability, Errors & Omissions $ 1,000,000.00 insurance for architects, engineers and other consulting professionals 7.. Excess Liability General Aggregate $_1,000,000.00 Each Occurrence $ 1,000,000.00 8. Professional Liability Insurance, as it $ 1,000,000.00 applies c. Automobile Liability under paragraph 5.4.6: 1. Bodily Injury: Each Person $ 1,000.000.00 Each Accident $ 1,000,000.00 Property Damage: Each Occurrence $ 1,000.000.00 OR 2. Bodily Injury and Property Damage Combined Single Limit: Each Occurrence $ 1,000,000.00 Aggregate $ 1,000,000.00 d. Additional liability coverage for OWNER and ENGINEER shall be provided by endorsement as additional insured's on Contractor's General Liability Policy. Add the following names: OWNER - City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 ENGINEER - Calvin, Giordano &Associates, Inc. Engineers, Planners & Surveyors 1800 Eller Drive, Suite 600 Fort Lauderdale, Florida 33316 10. The additional liability coverage for ENGINEER is not to be construed as to requiring, in any way, that either OWNER or CONTRACTOR be obligated to supply insurance protecting ENGINEER for its liability emanating from professional errors or omissions. 11 In conformance with the requirements of Section 725.06, Florida Statutes, the specific considerations for CONTRACTOR's promises are: 08/12 00800-4 11-4179 a. One dollar ($1.00) in hand paid by OWNER, ENGINEER, and ENGINEER's employees to CONTRACTOR, receipt whereof is hereby acknowledged and the adequacy of which CONTRACTOR accepts as completely fulfilling the obligations of OWNER, ENGINEER, and ENGINEER's employees under the requirements of Section 725.06, Florida Statutes, and; b. The entry of OWNER and CONTRACTOR into the construction contract because, but for CONTRACTOR's promises as contained in the General Conditions, OWNER would not have entered into the construction contract with CONTRACTOR." Add the following after Paragraph 5.06.E: "F. The form of policy for this coverage shall be Completed Value. G. If, under the provisions of this insurance, there are mandatory deductibles, or if OWNER elects to increase the mandatory deductibles or purchase this insurance with voluntary deductible amounts, then OWNER shall be responsible for payment of the full amount of the deductible in the event of a paid claim." ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES Add the following after Paragraph 6.05.F: "G. The use of asbestos or asbestos-based fiber materials is prohibited in this Project." Add the following after Paragraph 6.08: "6.08.A. The OWNER will secure and pay for only the following governmental charges and inspection fees: a. special assessments, b. capital connection fees, c. threshold and special inspection fees, d. permanent utility meter installation fees, e. permanent utility hook-up fees, and f. impact fees. 6.08.B. CONTRACTOR shall pay for all building permits and charges of utility owners for connections to the Work, and OWNER will reimburse." Add the following after the last sentence in Paragraph 6.10: In accordance with Exhibit A hereto, entitled Tax Exemption Agreement to Contract, the Owner may directly purchase all materials and equipment identified in the Contract Documents for incorporation into the Project ("Owner-Provide Materials"). 08/12 00800-5 11-4179 Delete the last sentence of Paragraph 6.12. and substitute the following: "These shall be available to ENGINEER for examination during construction and shall be delivered "to ENGINEER for OWNER upon Substantial Completion of the Work." At the end of Paragraph 6.13.B, add the following sentences: "The Occupational Safety and Health Administration excavation safety standards, 29 CFR 1926.650 Subpart P trench safety standards are in effect during the period of construction of the Project. In compliance with current State of Florida statutes, the Contractor or subcontractor performing trench excavation work on the Project shall comply with the applicable trench safety standards." In the sixth line of Paragraph 6.20.A., change the parenthetical insert to read as follows: "...(including but not limited to fees and charges of ENGINEER, other engineers, architects, attorneys and other professionals, particularly including, but not limited to reasonable ENGINEER's attorney's fees, and court costs)...". ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION Change the first sentence of Paragraph 9.01.A. to read as follows: "If OWNER and ENGINEER agree, ENGINEER will be OWNER's representative during the construction period." ARTICLE 10 - CHANGES IN THE WORK; CLAIMS Add the following: "10.06. Without invalidating the agreement, Owner may, at any time execute appropriate Change Orders for additions and/or deletions in the work of up to 25% of the total contract amount, without a change in the contract unit prices bid." ARTICLE 13 -TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK Replace 13.03.8. with: "All testing shall be paid for by the Contractor." Add the following sentence to Paragraph 13.07.A.: "Specific and special warranties specified in the Contract Documents are in addition to, and not in lieu of, the contractors general warranty. CONTRACTOR shall not be relieved of general warranty obligations by the specification of specific products or procedures." 13.09. In the first sentence of the paragraph OWNER, change the first line from "If Contractor fails within a reasonable time after written notice of Engineer..." to read: 08/12 00800-6 11-4179 "If Contractor fails within ten (10) calendar days after written notice of Engineer..." ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION In the first sentence of Paragraph 14.02.A.1., change the phrase "At least twenty days before each progress payment is scheduled (but not more often than once a month), ..." to read: "By no later than the first day of the month, ...". Following Paragraph 14.02.A.3 add: 4. An original Partial Release of Lien is required from the General Contractor along with the application for Payment No. 1 and for each subsequent application thereafter. For each application for payment (excluding Application No. 1) the Contractor shall submit with the application Partial Releases of Liens for all Notice to Owners that have been received for the project by the Owner and Engineer". 5. With each Application for Payment, the Contractor shall submit supporting records and other evidence, in a form and amount acceptable to the City and the Engineer, to demonstrate the expenses incurred and the Work performed. This shall include, but not be limited to documentation related to the purchase of Owner-Provided Material and the reduction in the Contract Sum as a result of such expenditures. 6. Each application for Payment shall be based on the most recent schedule of values submitted by Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire guaranteed maximum Contract Price among the various portions of the Work, except that the Contractor's Fee shall be shown as a separate item. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Engineer may require. This schedule, unless objected to by the Engineer, shall be used as a basis for reviewing the Contractor's Applications for Payment. 7. Applications for payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. The percentage of completion shall be the lesser of: (1) the percentage of that portion of the Work which has actually been completed; or (2) the percentage obtained by dividing (a) the expense that has actually been incurred by the Contractor on account of that portion of the Work for which the Contractor has made or intends to make actual payment prior to the next Application for Payment by (b) the share of the Contract Price allocated to that portion of the Work in the schedule of values. 8. Subject to the provisions of the Contract Documents, the amount of progress payments shall be computed as follows: a) take that portion of the Contract Price properly allocable to the computed Work as determined by multiplying the percentage of completion of each portion of the Work in the schedule of values. Pending final determination of the costs to the Owner of changes in the Work, amounts not in dispute shall be included in the Application for Payment along with Change Order, Work Change 08/12 00800-7 11-4179 Directive or Written Amendment indicating the parties' agreement with all or part of such costs for additional Work. b) add the portion of the Contract Price properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the Work, or, if approved in advance by Owner, suitably stored off-site at a location agreed upon in writing. c) add the Contractor's Fee, less the ten percent (10%) Retainage. The Contractor's Fee shall be computed upon the Cost of the Work described in the preceding clauses at the rate in accordance with Paragraph 11.01.0 or, if the Contractor's Fee is stated as a fixed sum, then it shall be an amount that bears the same ratio to that fixed-sum fee as the Cost of the Work in the two preceding clauses bears to a reasonable estimate of the probable Cost of Work upon completion. d) subtract the aggregate of the previous payments made by the Owner; e) subtract the shortfall, if any, indicated by the Contractor in the supporting records and other evidence as mutually agreed between the Owner or Engineer and Contractor to demonstrate expenditures incurred to substantiate prior Applications for Payment, or resulting from errors subsequently discovered by Owner, or designee; f) subtract the amounts, if any, for which the Architect has withheld or nullified Certificate for Payment in accordance with the provisions of the Contract Documents." In Paragraph 14.02.8., change the beginning of the sentence: from "Ten days..." to read: "Forty-five days...". In Paragraph 14.02.C.1, insert the following: 2. The Contractor shall promptly pay each subcontractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's portion of the Work, the amount to which said Subcontractor is entitled, reflecting percentages actually retained from payments to the Contractor on account of such Subcontractor's portion of the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each Subcontractor to make payments to Subsubcontractors, if such Subsubcontractors are permitted by the Contract Documents, to make payments to Subsubcontractors in the same manner. 3. Neither the Owner nor the Engineer shall have an obligation to pay or see to the payment of money to a Subcontractor, except as provided by law. 4. Payment by Contractor to material suppliers shall be treated in the manner as provided in Paragraph 14.02.C.2. 5. Except with the Owner's prior approval, payments to Subcontractors shall be subject to Retainage of not less than ten percent (10%). The Owner and the Contractor shall agree upon a mutually acceptable procedure for review and approval of payments and retention for Subcontractors. 08/12 00800-8 11-4179 6. Upon mutual agreement by Owner and Contractor, payment in full may be made to those Subcontractors whose Work is fully completed during the early stages of the Project. Notwithstanding Paragraphs 14.02.A.8 and 14.02.C.5 above, at such times as the Work as set forth in the schedule of values has been 50% completed, and upon mutual agreement of the Owner and Contractor, no further Retainage shall be withheld from progress payments with respect to such portion of the Work. Agreement as to any such reduction in retained amounts will not constitute a waiver of or otherwise prejudice the Owner's right to subsequently reinstate full retainage, as to that subcontractor, should circumstances justify such action in the Owner's sole judgment. 7. Upon Substantial Completion of the entire Work of the Contractor, a sum, sufficient to increase payments to the Contractor to one hundred percent (100%) of the Contract Sum, less amounts, if any for incomplete Work and unsettled claims, shall be paid to Contractor with the next sequential payment application after Substantial Completion is obtained. Delete Paragraph 14.05 and replace with the following: A. The Owner may occupy or use any completed or partially completed portion of the Work at any stage when such portion is designated by separate agreement with the Contractor, provided such occupancy or use is consented by the insurer, in accordance with Paragraph 5.06.A.5 and as authorized by public authorities having jurisdiction over the Work. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided Owner and Contractor have accepted in writing the responsibilities assigned to each of them for payments, Retainage, if any, security, maintenance, heat, utilities, damage to Work and insurance, and have agreed in writing concerning the period for correction of Work and commencement of warranties required by the Contract Documents. When the Contractor considers a portion substantially complete, the Contractor shall prepare and submit a comprehensive list to the Engineer of the items to be completed or corrected prior to final payment. The Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work shall be determined by written agreement between the Owner and the Contractor, or if no agreement is reached, by decision of the Engineer. B. Immediately or prior to such partial occupancy or use, the Owner, Contractor, and Engineer shall jointly inspect the area to be occupied or the portion of the Work to be used in order to determine and record the condition of the Work. C. Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work shall not constitute acceptance of the Work not complying with the Contract Documents." • 08/12 00800-9 11-4179 After the last sentence in Paragraph 14.04.B, insert the following: "C. Once 1) the definitive certificate of completion has been issued to the Owner and the Contractor and 2) once consent of the surety, if any, has been obtained, the Owner shall make payment of Retainage applying to such Work or designated portion thereof. Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract Documents." After the last sentence in the Paragraph 14.04.B, insert the following: "Final payment, constituting the entire unpaid balance of the Contract Price, shall be made by the Owner to the Contractor when the Contractor has fully performed the Contract except for Contractor's responsibility to correct Work as provided in Paragraphs 13.06 and 13.07, and to satisfy other requirements, if any, which extend beyond final payment and after the Engineer sends written notice to Owner that the Work is acceptable and in accordance with Paragraphs 14.07.B and 14.07.C." Delete Paragraph 14.07.A.2 and 14.07.A.3 insert the following: "The final Application for Payment shall be accompanied (except as previously delivered) by: (1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered (less amounts withheld by Owner) have been paid or otherwise been satisfied, (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to be expired until at least 30 days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of the surety, if any, to final payment, and (5) if required by the Owner, other data establishing payment or satisfaction of obligations, such as receipts, releases, and waivers of liens, claims, security interests of encumbrances arising out of the Contract, to the extent and in such form as may be designated by the Owner, (6) all documentation as required by the Contract Documents, and (7) acceptance by the Owner and governing agencies. If a Subcontractor refuses to furnish a release or waiver required by the Owner, the Owner may require that the Contractor furnish a bond or other collateral satisfactory to the Owner to indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging the lien, including all reasonable attorneys' fees and costs. The final payment will become due when the Contractor submits the information above to the Engineer." 08/12 00800-10 11-4179 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION In the twentieth line of Paragraph 15.02.6., insert the following after the words...such excess...; (including but not limited to fees and charges of ENGINEER, other engineers, architects, attorneys and other professionals, particularly including, but not limited to reasonable Engineer's attorneys fees, and court costs)...". ARTICLE 16 - DISPUTE RESOLUTION Delete this Article in its entirety. ARTICLE 17 —MISCELLANEOUS Add 17.05.6: "The venue for any cause of action shall be Miami-Dade County." After Article 17 add the following article: ARTICLE 18 — OWNER-PROVIDED MATERIALS The Contractor and Owner desire to enter into an arrangement whereby certain purchases under the Contract may be made by the Owner as a result of Owner's status of being exempt from sales and use tax. 1. Notwithstanding anything in the Contract to the contrary, the Owner shall directly purchase all materials and equipment identified in the Contract Documents as required for incorporation into the Project ("Owner-Provided Materials"). The Owner does hereby grant to the Contractor the full authority as an agent of the Owner to prepare, place and execute Purchase Orders for and in the name of the Owner for all Owner-Provided Materials. The Contractor as agent of the Owner shall sign such Purchase Orders. 2. The Owner will be liable for the timely payment for all Owner-Provided Materials. The Contractor will submit requisitions for orders of Owner-Provided Materials to the Owner for approval when required. Vendors will render statements ("OPM Invoices") to the Owner for any Owner-Provided Materials purchased. The Owner will provide copies of all OPM Invoices to the Contractor upon approval by the Owner. After reviewing the OPM Invoices, the Contractor will retum these OPM Invoices with proper back up to the Owner for payment. The Owner shall make payment directly to the respective vendors as provided in the OPM Invoices. The Owner will send such vendor payments along with Contractor payment to the Contractor who will, as Owner's agent, distribute such vendor payments to the respective vendors in return for Releases of Lien. The Owner will provide Contractor with any tax exemption certificates or other documents required or useful to provide to the vendors of Owner-Provided Materials to evidence the tax-exempt status of the Owner. 08/12 00800-11 11-4179 3. The Contract Price and shall be reduced by the sum of all Costs of the Work paid by the Owner for Owner-Provided Materials plus any applicable sales and use tax amounts initially included in the Contract Sum and GMP for such Owner-Provided Materials. 4. The Contractor shall maintain separate accounting records for all transactions carried out under the authority of this Agreement. Such records shall be open to the Owner during normal business hours of the Contractor. 5. The Contractor shall select, obtain approvals, submit samples, price shop drawings, pursue, receive, inspect, and accept or reject all Owner-Provided Materials purchased in the manner described herein per the Contract. The Contractor shall remain responsible for the proper installation of all Owner-Provided Materials and will continue to warrant its installation of these Owner-Provided Materials as provided in the Contract. This Agreement will not be an acceptable excuse for delay to the construction schedule. 6. The authority granted the Contractor hereunder may be revoked by the Owner at any time upon written notice delivered to the Contractor at its offices at: during normal business hours. 7. The Owner agrees that the Contractor's Fee as set forth in the Contract shall not be reduced as a result of any Owner-Provided Materials deduct change orders; i.e., the Contractor's Fee shall continue to apply to the total sum of all remaining Costs of the Work plus the costs of all Owner-Provided Materials and plus the applicable tax amounts. Likewise, all agreed charging rates based on the Contract Price, including without limitation for bonds and insurance, shall continue to be charged based on the total sum of the Contract Price amount plus the costs of all Owner-Provided Materials and plus the applicable tax amounts." END OF DOCUMENT 08/12 00800-12 11-4179 IN WITNESS WHEREOF, the parties hereto have made and executed this First Amended Supplemental Conditions on the respective dates under each signature: City of Sunny Isles Beach through its City Commission, signing by and through its Mayor, authorized to execute same by Commission action on the _ day of ; and CONTRACTOR authorized to execute same. CITY OF SUNNY ISLES BEACH, through its City Commission ATTEST: By: Norman S. Edelcup, Mayor day of , 2012 Jane Hines, City Clerk Approved as to form and legality by By: Office of the City Attorney Fred Maas, Acting City Manager day of , 2012 By: Hans Ottinot, City Attorney ATTEST: By [CORPORATE SEAL] [CORPORATE SEAL] Address for giving notices License No. Agent for service of process (If CONTRACTOR is a corporation, attached evidence of authority to sign). day of , 2008 (CITY SEAL) 08/12 00800-13 11-4179 THIS PAGE LEFT INTENTIONALLY BLANK. 08/12 00800-14 11-4179 SECTION 00900 Addendum No. 1 to Contract documents CITY OF SUNNY ISLES BEACH Newport Fishing Pier and Restaurant Utilities CGA PROJECT NO. 11-4179 CITY BID NO. XX-XX-XX To All Bidders: Bidders for the above-referenced project shall take note of the following changes, additions, deletions, clarifications, etc. to the Plans and Specifications, which in accordance with the Contract Documents shall become a part of and have precedence over anything shown or described otherwise. IN THE CONTRACT DOCUMENTS: All other documents, specifications, drawings, terms and conditions remain the same. Bidders must acknowledge receipt of Addendum on Page 00300-5. END OF SECTION 08/12 00900-1 11-4179 SECTION 01010 SUMMARY OF WORK PART 1 - GENERAL 1.01 WORK COVERED BY CONTRACT DOCUMENTS/REQUIREMENTS INCLUDED Sealed bids for the construction of water & sewer, telecommunications (AT&T, ABB), for the new City of Sunny Isles Beach Newport Fishing Pier and Restaurant Utilities. The scope of work shall include installation of approximately 400 linear feet of an eight (8) inch PVC water main, 70 linear feet of four(4 inch) PVC fire main, fire hydrant assembly and a 60 linear feet of a four (4) inch PVC sewer lateral extension. All paver driveway/ parking area restoration, landscape restoration, curb & gutter restoration, and maintenance of traffic shall be considered and included in this bid. The layout and required pipe lengths shall be the responsibility of the Contractor to match the required dimensions. The Contractor shall provide all work and materials. The dimensions of the existing piping shown on the plans are approximate. The Contractor shall use his own measurements in determining needed pipe. 1.02 CONTRACTOR USE OF SITE Contractor shall construct work according to the plan included in the plan set as well as the provisions of these specifications. Contractor shall maintain access to all parts of La Perla Condominium throughout the project. Contractor shall also maintain continuous water and public restroom showers and sewer service to all residents throughout the duration of the project, unless previously authorized by the City and Engineer of Record. Contractor to ensure all holes, ditches, etc., that pose any type of risk to the public are properly closed up and marked at the end of each day's work. Pavement shall be swept and debris removed from the site daily and material shall be stored in a presentable and orderly manner. The Contractor shall supply the Owner with a work schedule and provide at least 48 hours notice before taking any portion of the system parking lot or ingress/egress out of service to La Perla condominium. 1.03 STORAGE OF EQUIPMENT AND MATERIALS A. The City will provide the Contractor with their options for staging prior to bid closing. If additional staging areas are required the Contractor will be responsible to secure these. These costs should be included in the base bid amount and will be the sole responsibility of the contractor. B. The Contractor shall limit his use of the premises for short-term storage of materials being used during the specific operations of the Contractor being conducted at that time. The Contractor shall allow for: 1. Access to all parts of area, unless previously authorized by the City or the Engineer of Record. C. Assume full responsibility for the protection and safekeeping of the products under this contract, stored on the site. 08/12 01010-1 06-5355.15 D. Visit job site to observe area being utilized by pier contractor. E. Move any stored products, under Contractor's control, which interfere with operations of the Owner, or Pier contractor. F. Remove any materials or equipment from the site that offer an objectionable appearance to the public, and directed by the City. 1.04 REQUIRED INSURANCE AND LIABILITY Should any damages from the Contractors operations occur, the City will investigate claims and notify the Contractor and the damaged party as to its findings. The Contractor shall be responsible for any damages caused by his operations and shall have appropriate insurance protection. Contractor shall document all pre existing conditions via photographs submitted to Engineer 10 days prior to mobilization. PART 2 —PRODUCTS (Not Used) PART 3- EXECUTION 3.01 DISPOSAL AND SALVAGE OF MATERIALS All salvage materials shall remain property of the City. The Contractor shall be responsible for disposal of all unwanted equipment and materials removed from the project area. The following items may be salvaged and remain the property of the City: Check the list since water is NMB, there are no pumps, electrical equipment, manholes etc at least that I am aware of. 1. All valves 2. Water Meters 2. Pipe fittings 3. Pumps 4. Electrical equipment and panels 5. Hatches, manhole rings and covers 6. Ductile iron pipe Salvage items shall be delivered to the City Public Works Department yard by the Contractor. END OF SECTION 08/12 01010-2 06-5355.15 SECTION 01025 MEASUREMENT FOR PAYMENT PART 1 -GENERAL 1.01 SCOPE A. Payment for the various items of the Schedule of Prices, as further specified herein, shall include all compensation to be received by the Contractor for fumishing all tools, equipment, supplies, and manufactured articles, labor, operations, permit fees, licenses, taxes, insurances, bonds, overhead and retrofit, and incidental appurtenant to the items of work being described, as necessary to complete the various items of the work all in accordance with the requirements of the Contract Documents including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Schedule of Prices, and all costs therefore shall be included in the prices named in the Schedule for the various appurtenant items of work. 1.02 SCHEDULE OF VALUES A. Submit schedule on Owner's Standard form, as outlined in Section 01152 - Applications for Payment. B. Reference paragraphs 2.6, 2.8 and 14.1 of Section 00700-General Conditions. 1.03 LUMP SUM A. Unless otherwise stated, payment for lump sum items will be based upon the completion of the entire lump sum item, complete in place, all in accordance with the requirements of the Contract Documents. 1.04 PAYMENT AND PERFORMANCE BOND A. Payment of performance bond and payment bond and for consideration for indemnification of Owner and Engineer as stated under the General Conditions and Supplementary Conditions shall be included in the Grand Total Bid. PART 2 - PRODUCTS (Not Used) PART 3- EXECUTION (Not Used) END OF SECTION 08/12 01025-1 11-4179 SECTION 01030 SPECIAL PROJECT PROCEDURES PART 1 - GENERAL 1.01 COORDINATION A. Contractor shall be aware that the Sunny Isles Beach Newport Pier & Restaurant Utilities Reconstruction Project will be under construction at the same time of this project. Coordination of deliveries, cranes and equipment will be necessary between the two projects. Contractor shall also be aware that the adjacent La Perla Condominium is active and access to the facility needs to be provided at all times, Including emergency vehicles (lifeguard, police, and fire). Emergency access to be provided to both pier and beach. 1.02 OBSTRUCTIONS B. Contractor shall be aware that during digging in the ROW or on private property, the possibility exists that the Contractor will encounter various water, sewer, petroleum, gas, telephone, electrical or other lines not shown on the Drawings. The Contractor shall exercise extreme care before and during digging to locate and flag these lines so as to avoid damage to the existing lines. The utility locates are the sole responsibility of the contractor. Should damage occur to an existing line, The Contractor shall repair the line at no cost to the Owner. 1.03 PROVISIONS FOR THE CONTROL OF DUST A. Sufficient precautions shall be taken and sweeping during construction to minimize the amount of dust created. Wetting down the site and shall be required or as directed by the Engineer to prevent dust as a result of vehicular traffic or construction activities. 1.04 MAINTENANCE OF EXISTING WATER AND WASTEWATER FACILITIES OPERATION A. The Contractor shall take notice that existing water and wastewater facilities are operated in the construction area. It is the responsibility of the Contractor to contact the Owner's utility operator and ascertain the extent of any specific service area. C. The Contractor shall fully cooperate at all times with the Owner in order to maintain the operation of the existing facilities with the least amount of interference and interruption possible. Continuous service, public health and safety considerations shall exceed all others and the Contractor's schedule, plans and work shall at all times be subject to alteration and revision if necessary for above considerations. C. The Engineer and Owner reserve the right to require the Contractor to work 24 hours per day in all cases where, in their opinion, interference with operation of the system may otherwise result. D. In no case will the Contractor be permitted to interfere with the existing system until all materials, supplies, equipment, tools and incidentals necessary to complete the 08/12 01030-1 11-4179 interfering portion of the work are on the site. All existing utilities shall be pothole located prior to construction of conflicting yard piping. 1.05 UTILITY CROSSINGS A. It is intended that wherever existing utilities such as water, chemical, electrical or other service lines must be crossed, deflection of the pipe within recommended limits and cover shall be used to satisfactorily clear the obstruction unless otherwise indicated on the Drawings. However, when in the opinion of the Owner or Engineer this procedure is not feasible he may direct the use of fittings for a utility crossing as detailed on the Drawings. All existing utilities shall be pothole located prior to construction. 1.06 CONNECTIONS TO EXISTING SYSTEMS A. The Contractor shall perform all work necessary to locate, excavate and prepare for connections to the terminus of the existing mains all as shown on the Drawings or where directed by the Owner. The cost of this work and for the actual connection of the existing mains shall be included in the bid price for the pipe installation and shall not result in any additional cost to the Owner. 1.07 RELOCATIONS A. The Contractor shall be responsible for the relocation of structures, including but not limited to light poles, signs, sign poles, fences, piping, irrigation conduits and drains that interfere with the positioning of the work as set out on the Drawings. The cost of all such relocations shall be included in the bid for the project and shall not result in any additional cost to the Owner. 1.08 HURRICANE PREPAREDNESS PLAN A. Prior to issuance of the Notice to Proceed, the Contractor shall submit to the Engineer and Owner a Hurricane Preparedness Plan. The plan should outline the necessary measures which the Contractor proposes to perform at no additional cost to the Owner in case of a hurricane waming. The plan shall detail these measures with specific action items defining responsible personnel. B. In the event of inclement weather, or whenever Engineer shall direct; Contractor will cause Subcontractors to protect carefully the Work and materials against damage or injury from the weather. If, in the opinion of the Engineer, any portion of Work or materials shall have been damaged or injured by reason of failure on the part of Contractor or any Subcontractor to so protect the Work, such Work and materials shall be removed and replaced at the expense of the Contractor. 1.09 DISINFECTION A. The Contractor shall clean, disinfect and bacteriologically test and clear, in accordance with the latest edition of the Florida Administrative Code (FAC) and Section 01721, there is no section 01721 all water supply facilities affected by this project which shall come into contact with water being treated or treated water prior 08/12 01030-2 11-4179 to placing the facility in operation. The above statement shall apply to both new facilities installed, and existing facilities which are to be modified. B. The Contractor shall employ a disinfection method approved by the Engineer and Owner, and shall fully satisfy the Owner that adequate disinfection has been achieved prior to placing a facility on line. 1.10 EQUIPMENT, TESTING & INSPECTION A. Regardless of the number of days specified in the individual sections for the manufacturers representative to be present on the site for inspection and testing, if the equipment fails to perform as specified then the representative shall remain on site until the malfunction is corrected and the Owner received specified days of inspection or testing. B. The cost for the additional days required shall not be added to the cost of the Owner, but shall be to the account of the Contractor and will not extend the contract completion date. PART 2—PRODUCTS (Not Used) PART 3— EXECUTION (Not Used) END OF SECTION 08/12 01030-3 11-4179 SECTION 01045 CUTTING AND PATCHING PART 1 - GENERAL 1.01 WORK INCLUDED A. Contractor shall be responsible for all cutting, fitting and patching, including attendant excavation and backfill, required to complete the work or to: 1. Make its several parts fit together properly. 2. Uncover portions of the Work to provide for installation of ill-timed work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to requirements of Contract Documents. 5. Remove samples of installed work as specified for testing. 6. Provide routine penetrations of non-structural surfaces for installation of piping and electrical conduit. 7. Investigate subsurface conditions or utilities. 1.02 RELATED WORK A. Section 01010: Summary of Work B. Section 01030 Special Project Procedures C. Division 2: Site Work 1.03 SUBMITTALS A. Submit a written request to the Engineer well in advance (at least 48 hours) of executing any cutting or alteration which affects: 1. Work of the Owner or any separate contractor. 2. Structural value or integrity of any element of the Project. 3. Integrity or effectiveness of weather-exposed or moisture-resistant elements or systems. 4. Efficiency, operational life, maintenance or safety of operational elements. 5. Visual qualities of sight-exposed elements. B. Request shall include: 1. Identification of the Project. 2. Description of affected work. 3. The necessity for cutting, alteration or excavation. 4. Effect on work of Owner or any separate contractor, or on structural or weatherproof integrity of Project. 5. Description of proposed work: a. Scope of cuffing, patching, alteration, or excavation. b. Trades who will execute the work. c. Products proposed to be used. d. Extent of refinishing to be redone. 6. Alternatives to cutting and patching. 7. Cost proposal, when applicable. 08/12 01045-1 11-4179 8. Written permission of any separate contractor whose work will be affected. C. Submit written notice to the Engineer designating the date and the time work will be uncovered. PART 2 - PRODUCTS 2.01 MATERIALS A. Comply with specifications and standards for each specific project involved. PART 3 - EXECUTION 3.01 INSPECTION A. Inspect existing conditions of Project, including elements subject to damage or to movement during cutting or patching. B. After uncovering work, inspect conditions affecting installation of Products, or performance of work. C. Report unsatisfactory or questionable conditions to the Engineer in writing; do not proceed with work until the Engineer has provided further instructions. 3.02 PREPARATION A. Provide adequate temporary support as necessary to assure structural value or integrity of affected portion of Work. B. Provide devices and methods to protect other portions of Project from damage. C. Provide protection from elements for that portion of the Project which may be exposed by cutting and patching work, and maintain excavations free from water. 3.03 PERFORMANCE A. Execute cutting and demolition by methods which will prevent damage to other work, and will provide proper surfaces to receive installation of repairs. B. Execute excavating and backfilling by methods which will prevent settlement or damage to other work. C. Employ original Installer or Fabricator to perform cutting and patching for: 1. Weather-exposed or moisture-resistant surfaces. 2. Sight-exposed finished surfaces. D. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. E. Restore work which has been cut or removed; install new products to provide completed Work in accordance with requirements of Contract Documents. 08/12 01045-2 114179 F. Fit work airtight to pipes, sleeves, ducts, conduit and other penetrations through surfaces. G. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: 1. For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish entire unit. END OF SECTION 08/12 01045-3 114179 SECTION 01050 FIELD ENGINEERING PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide and pay for field engineering services required for Project as follows: 1. Land Surveying work required to lay out the work, execution of the structures, and providing As-Built Drawings. 2. Civil, structural or other professional engineering services specified, or required to execute the Contractor's construction methods. B. The Contractor shall retain the services of a registered land surveyor licensed in the State of Florida to identify existing control points and property line corner stakes indicated on the Drawings, as required. Verify all existing structure locations and all proposed building corner locations, tank locations and equipment locations. Provide as-built location and elevation of pipes, valves, and connectors. 1.02 RELATED WORK A. Section 01010: Summary of Work. B. Section 01720: Project Record Documents. C. Section 01152: Application for Payment 1.03 QUALIFICATIONS OF PROFESSIONAL A. Qualified Registered Land Surveyor, acceptable to the Owner and the Engineer. B. Registered professional engineer of the specialty required for the specific service on the Project, currently licensed in the State of Florida. 1.04 SURVEY REFERENCE POINTS A. Horizontal and vertical control points for the Project are to be established by the Contractor. B. Locate and protect control points prior to starting work, and preserve all permanent reference points during construction. 1. Make no changes or relocations without prior written notice to the Engineer. 2. Report to the Engineer when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. 08/12 01050-1 11-4179 3. Require surveyor to replace project control points which may be lost or destroyed. a. Establish replacements based on original survey control. 1.05 PROJECT SURVEY REQUIREMENTS A. Establish a minimum of two temporary bench marks on site, referenced to data by survey control points. 1. Record locations, with horizontal and vertical data, on Project Record Documents. B. Establish lines and levels, locate and lay out, by instrumentation and similar appropriate means: 1. Site Improvements a. Stakes for grading, fill and topsoil placement. b. Utility slopes and invert elevations. 2. Batter boards for structures 3. Building foundation, column locations and floor levels. 4. Controlling lines and levels required for mechanical and electrical trades. C. From time to time, verify layouts by same methods. 1.06 RECORDS A. Maintain a complete, accurate log of all control and survey work as it progresses. B. At the end of each pay period and at the end of the job, submit certified as-built information electronically as well as on 24" x 36" sized paper of Engineer's line drawings indicating, elevations and stations of all underground piping at 50 foot increments, at rapid changes in grade and at all fittings, valves, conflicts, or any distinctive feature locations. 1.07 SUBMITTALS A. Submit name and address of registered land surveyor to the Engineer. B. On request of the Engineer, submit documentation to verify accuracy of field engineering work. C. Submit certificate signed by registered surveyor certifying that elevations and locations of improvements are in conformance or non-conformance, with Contract Documents. D. Submit drawings showing locations of all structures constructed. This drawing shall be included with the project record documents PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 08/12 01050-2 11-4179 SECTION 01310 CONSTRUCTION SCHEDULES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Promptly after Award of the Contract and within ten days after the effective date of the Agreement, prepare and submit to the Engineer estimated construction progress schedules for the work, with subschedules of related activities which are essential to its progress. B. Submit revised progress schedules on a monthly basis. C. No partial payments shall be approved by the Engineer until there is an approved up to date construction progress schedule on hand. D. The Contractor shall designate an authorized representative of his firm who shall be responsible for development and maintenance of the schedule and of progress and payment reports. This representative of the Contractor shall have direct project control and complete authority to act on behalf of the Contractor's schedule. 1.02 RELATED REQUIREMENTS A. Document 00700: Conditions of the Contract. B. Section 01010: Summary of Work. C. Section 01340: Shop Drawings, Working Drawings and Samples. 1.03 FORM OF SCHEDULES A. Prepare schedules for submittal each month with pay request. The form of the schedule is to be Microsoft Project 4.1a or approved equal. The Schedule is to indicate work completed to date and additions to or deletions from the schedule. 1. Provide separate horizontal bar or Critical Path for each trade or operation within each structure or item. 2. Horizontal time scale: In weeks from start of construction and identify the first work day of each month. 3. Scale and spacing: To allow space for notations and future revisions. 4. Minimum sheet size: 24 inches x 36 inches. B. Format of listings: The chronological order of the start of each item of work for each structure. C. Identification of listings: By major specification section numbers as applicable and structure. 1.04 CONTENT OF SCHEDULES A. Construction Progress Schedule: 08112 01310-1 11-4179 1. Show the complete sequence of construction by activity. 2. Show the dates for the beginning of, and completion of, each major element of construction in no more than a two week increment scale. Specifically list, but not limited to: a. Site Clearing b. Site Utilities c. Foundation Work d. Structural Framing e. Subcontractor Work f. Equipment Installations g. Finishings h. Instrumentation Painting j. Schooling/O & M Manuals k. Testing Startup m. Receipt of Spare Parts n. Site Work o. Record Drawings p. Restoration q. Float 3. Show projected percentage of completion for each item, as of the first of each month. 4. Show projected dollar cash flow requirements for each month of construction. 5. Use of float suppression techniques such as preferential sequencing or logic, special lead/lag logic restraints, and extended activity times are prohibited, and use of float time disclosed or implied by use of alternate float-suppression techniques shall be shared to proportionate benefit of the Owner and Contractor. 6. Pursuant to above float-sharing requirement, no time extensions will be granted nor delay damages paid until a delay occurs which (i)impacts Project's critical path, (ii) consumes available float or contingency time, and (iii) extends work beyond contract completion date. 7. If the Contractor provides an accepted schedule with an early completion date, the Owner reserves the right to reduce the duration of the work to match the early completion date by issuing a deductive Change Order at no change in Contract Price. B. Submittals Schedule for Shop Drawings, and Samples in accordance with Section 01340. Show: 1. The dates for Contractor's submittals. 2. The dates submittals will be required for owner furnished products, if applicable. 3. The dates approved submittals will be required from the Engineer. C. A list of all long lead items (equipment, materials, etc). 1.05 PROGRESS REVISIONS A. Indicate progress of each activity to date of submission. 08/12 01310-2 11-4179 B. Show changes occurring since previous submission of schedule: 1. Major changes in scope. 2. Activities modified since previous submission. 3. Revised projections of progress and completion. 4. Other identifiable changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended, and its effect. 3. The effect of changes on schedules of other prime contractors. 1.06 SUBMISSIONS A. Submit initial schedules to the Engineer within 10 days after the effective date of the Agreement. 1. The Engineer will review schedules and return review copy within 21 days after receipt. 2. If required, resubmit within 7 days after return of review copy. B. Submit 5 copies of revised monthly progress schedules with that month's application for payment. 1.07 DISTRIBUTION A. Distribute copies of reviewed schedules to: 1. Owner(Two Copies) 2. Engineer(Two Copies) 3. Job Site File 4. Subcontractors 5. Other Concerned Parties B. Instruct recipients to report promptly to the Contractor, in writing, any problems anticipated by the projections shown in the schedule. PART 2 - PRODUCTS (Not Used) PART 3— EXECUTION (Not Used) END OF SECTION 08/12 01310-3 11-4179 SECTION 01340 SHOP DRAWINGS, WORKING DRAWINGS, AND SAMPLES PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. The contractor shall submit to the Engineer for review, such working drawings, shop drawings, test reports, data on materials and equipment (hereinafter in this article called data), and material samples (hereinafter in this article called samples) as are required for the proper control of work, including but not limited to those working drawings, shop drawings, data, and samples for materials and equipment specified elsewhere in the Specifications and in the Contract Drawings. B. The Contractor shall submit two (2) copies of shop drawings or other data to the Engineer plus the number the Contractor desires to be returned. For electrical or irrigation submittals, the Contractor shall submit four copies plus the number desired to be returned. C. Within ten (10) calendar days after the effective date of the Agreement, the Contractor shall submit to the Engineer a complete list of preliminary data for which Shop Drawings are to be submitted. Included in this list shall be the names of all proposed manufacturers furnishing specific items. Review of this list by the Engineer shall in no way expressed or implied relieve the Contractor from submitting complete Shop Drawings and providing materials, equipment, etc., fully in accordance with the Specifications. This procedure is required in order to expedite final review of Shop Drawings. D. The contractor is to maintain an accurate updated submittal log and will bring this log to each scheduled progress meeting with the Owner and Engineer. This log should include the following items: 1. Submittal-Description and Number assigned. 2. Date to Engineer. 3. Date returned to Contractor (from Engineer). 4. Status of Submittal. 5. Date of Resubmittal and Return (as applicable). 6. Date material released (for fabrication). 7. Projected date of fabrication. 8. Projected date of delivery to site. 1.02 RELATED REQUIREMENTS A. Document 00700: Standard General Conditions of the Construction Contract B. Section 01720: Project Record Documents C. Designate in the construction schedule, or in a separate coordinated schedule, the dates for submission and the dates that reviewed Shop Drawings, Working Drawings, and Samples will be needed. 08/12 01340-1 11-4179 1.03 CONTRACTOR'S RESPONSIBILITY A. It is the duty of the Contractor to check all drawings, data and samples prepared by or for him/her before submitting them to the Engineer for review. Each and every copy of the Drawings and data shall bear Contractor's stamp will be returned to the Contractor for conformance with this requirement. Shop drawings shall indicate any deviations in the submittal from requirements of the Contract Documents. B. Determine and verify: 1. Field measurements 2. Field construction criteria 3. Catalog numbers and similar data 4. Conformance and Specifications C. The Contractor shall furnish the Engineer a schedule of Shop Drawing submittals fixing the respective dates for the submission of shop and working drawings, the beginning of manufacture, testing and installation of materials, supplies, and equipment. This schedule shall indicate those that are critical to the progress schedule. D. The Contractor shall not begin any of the work covered by a drawing, data, or a sample returned for correction until a revision or correction thereof has been reviewed and returned to him/her, by the Engineer approved. E. The Contractor shall submit to the Engineer all drawings and schedules sufficiently in advance of construction requirements to provide no less than ten (10) calendar days for checking and appropriate action from the time the Engineer receives them. F. The Contractor shall submit two (2) copies of descriptive or product data submittals to complement shop drawings for the Engineer plus the number of copies which the Contractor requires. The Engineer will retain two (2) sets. All blueprint shop drawings shall be submitted with one (1) set of reproducible and four (4) sets of print. The Engineer will review the drawings and return to the Contractor the set of marked-up drawings with appropriate review comments. G. The Contractor shall be responsible for and bear all cost of damages, which may result from the ordering of any material or from proceeding with any part of work prior to the review by Engineer of the necessary Shop Drawings. 1.04 ENGINEER'S REVIEW OF SHOP DRAWINGS A. The Engineer's review of drawings, data, and samples submitted by the Contractor will cover only general conformity to the Specifications, external connections, and dimensions, which affect the installation. The Engineer's review will not constitute an approval of dimensions, quantities, and details of the material, equipment, device, or item shown. 08/12 01340-2 11-4179 B. The review of drawings and schedules will be general and shall not be construed: 1. as permitting any departure from the Contract requirements; 2. as relieving the Contractor of responsibility for any errors, including details, dimensions, and materials; 3. as approving departures from details furnished by the Engineer, except as otherwise provided herein. C. If the drawings or schedule as submitted describe variations per subparagraph (1.05.C), and show a departure from the Contract requirements which Engineers finds to be in the interest of the Owner and to be minor as not to involve a change in the Contract Price or time for performance, the Engineer may return the reviewed drawings without noting an exception. D. When reviewed by the Engineer, each of the Shop Drawings will be identified as having received such review being so stamped and dated. Shop Drawings stamped "REJECTED" and with required corrections shown will be returned to the Contractor for correction and resubmittal. E. Resubmittals will be handled in the same manner as the first submittals. On resubmittals, the Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, to revisions other than the corrections requested by the Engineer on previous submissions. The Contractor shall make any corrections required by the Engineer. F. If the Contractor considers any correction indicated on the drawings to constitute a change to the Contract Drawings or Specifications, the Contractor shall give written notice thereof to the Engineer. G. The Engineer will review a submittal/resubmittal a maximum of two (2) times after which cost of review will be borne by the Contractor. The cost of engineering shall be equal to the Engineer's charges to the Owner under the terms of the Engineer's agreement with the Owner. H. When the Shop Drawings have been completed to the satisfaction of the Engineer, the Contractor shall carry out the construction in accordance therewith and shall make no further changes therein except upon written instructions from the Engineer. No partial submittals will be reviewed. Submittals not complete will be returned to the Contractor, and will not be considered "Rejected" until resubmitted. 1.05 SHOP DRAWINGS A. When used in the Contract Documents, the term "Shop Drawings" shall be considered to mean Contractor's plans for material and equipment, which become an integral part of the Project. These drawings shall be complete and detailed. Shop Drawings shall consist of fabrication, erection and setting drawings and schedule drawings, manufacturer's scale drawings, and wiring and control diagrams. Cuts, catalogs, pamphlets, descriptive literature, and 08/12 01340-3 11-4179 performance and test data, shall be considered only as supportive to required Shop Drawings as defined above. B. Drawings and schedules shall be checked and coordinated with work of all trades involved, before they are submitted for review by the Engineer and shall bear the Contractor's stamp of approval as evidence of such checking and coordination. Drawings or schedules submitted without this stamp of approval shall be returned to the Contractor for resubmission. C. Each Shop Drawing, shall have a blank area 3 1/2 inches by 3 1/2 inches, located adjacent to the title block. The title block shall display the following: 1. Number and title of the drawing. 2. Date of drawing or revision. 3. Name of project building or facility. 4. Name of contractor and subcontractor submitting drawing. 5. Clear identification of contents and location of work. 6. Specification title and number. D. If drawings show variations from Contract requirements because of standard shop practice or for other reasons, the Contractor shall describe such variations in his letter of transmittal. If acceptable, proper adjustment in the Contract shall be implemented where appropriate. If the Contractor fails to describe such variations he shall not be relieved of the responsibility for executing the work in accordance with the Contract, even though such drawings have been reviewed. E. Data on materials and equipment include, without limitation, materials and equipment lists, catalog data sheets, cuts, performance curves, diagrams, materials of construction and similar descriptive material. Materials and equipment lists shall give, for each item thereon, the name and location of the supplier or manufacturer, trade name, catalog reference, size, finish and all other pertinent data. F. For all mechanical and electrical equipment furnished, the Contractor shall provide a list including the equipment name, address and telephone number of the manufacturer's representative and service company so that service and spare parts can be readily obtained. In addition, a maintenance and lubrication schedule for each piece of equipment shall be submitted along with each shop drawing submittal. G. All manufacturers or equipment supplier who propose to furnish equipment or products under Divisions 11, 12, 13, 14, 15, and 16 shall submit an installation list to the Engineer along with the required shop drawings. The installation list shall include at least five installations where identical equipment has been installed and has been in operation for a period of at least one (1) year. H. Only the Engineer will utilize the color "red" in marking Shop Drawing submittals. Before final payment is made, the Contractor shall furnish to Engineer two (2) sets of record shop drawings all clearly revised, complete and up to date showing the permanent construction as actually made for all reinforcing and structural 08/12 01340-4 11-4179 steel, miscellaneous metals, process and mechanical equipment, yard piping, electrical system, and instrumentation system. 1.06 WORKING DRAWINGS A. When used in the Contract Documents, the term "working drawings" shall be considered to mean the Contractor's plans for temporary structures such as temporary bulkheads, support of open cut excavation, support of utilities, ground water control systems, forming and false-work; for underpinning; and for such other work as may be required for construction, but does not become an integral part of the project. B. Copies of working drawings as noted in subparagraph 1.06A above, shall be submitted to the Engineer where required by the Contract Documents or requested by the Engineer, and shall be submitted at least thirty (30) calendar days (unless otherwise specified by the Engineer) in advance of their being required for work. C. Working drawings shall be signed by a Registered Professional Engineer, currently licensed to practice in the State of Florida and shall convey, or be accompanied by, calculation or other sufficient information to completely explain the structure, machine, or system described and its intended manner of use. Prior to commencing such work, working drawings must have been reviewed without specific exceptions by the Engineer, which review will be for general conformance and will not relieve the Contractor in any way from his responsibility with regard to the fulfillment of the terms of the Contract. All risks of error are assumed by the Contractor; the Owner and Engineer shall have no responsibility therefore. 1.07 SAMPLES A. The Contractor shall furnish, for the approval of the Engineer, samples required by the Contract Documents or requested by the Engineer. Samples shall be delivered to the Engineer as specified or directed. The Contractor shall prepay all shipping charges on samples. Materials or equipment for which samples are required shall not be used in work until approved by the Engineer. B. Samples shall be of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of the product, with integrally related parts and attachment devices. 2. Full range of color, texture, and pattern. 3. A minimum of two samples of each item shall be submitted. C. Each sample shall have a label indicating 1. Name of Project 2. Name of Contractor and Subcontractor 3. Material or Equipment Represented 4. Place of Origin 5. Name of Producer and Brand (if any) 6. Location in Project 08/12 01340-5 11-4179 (Samples of finished materials shall have additional marking that will identify them under the finished schedules.) D. The Contractor shall prepare a transmittal letter in triplicate for each shipment of samples containing the information required in subparagraph 1.07B above. He shall enclose a copy of this letter with the shipment and send a copy of this letter to the Engineer. Approval of a sample shall be only for the characteristics or use named in such approval and shall not be construed to change or modify any Contract requirements. E. Approved samples not destroyed in testing shall be sent to the Engineer or stored at the site of the work. Approved samples of the hardware in good condition will be marked for identification and may be used in the work. Materials and equipment incorporated in work shall match the approved samples. Samples which failed testing or were not approved samples will be returned to the Contractor at his expense, if so requested at time of submission. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 08/12 01340-6 11-4179 DOCUMENT 01370 SCHEDULE OF VALUES PART 1 -GENERAL 1.01 REQUIREMENTS INCLUDED A. Submit to the Engineer a Schedule of Values allocated to the various portions of the Work, within 21 days after the effective date of the Agreement. B. Upon request of the Engineer, support the values with data which will substantiate their correctness. C. The Schedule of Values shall be used as the basis for the Contractor's Applications for Payment. 1.02 RELATED REQUIREMENTS A. Section 01152: Application for Payment 1.03 FORM AND CONTENT OF SCHEDULE OF VALUES A. Type schedule on an 8-1/2 inch x 11 inch or 8-1/2 inch x 14 inch white paper; Contractor's standard forms and automated printout will be considered for approval by the Engineer upon Contractor's request. Identify schedule with: 1. Title of Project and location 2. Engineer and Project number 3. Name and Address of Contractor 4. Contract designation 5. Date of submission B. Schedule shall list the installed value of the component parts to include earthwork/foundation, reinforced concrete, masonry, hollow core roof, roofing material, painting/coatings, individual equipment, piping, electrical, paving of the Work (as required) in sufficient detail to serve as a basis for computing values for progress payments during construction. C. For the various portions of the Work: 1. Each item shall include a directly proportional amount of the Contractor's overhead and profit. D. The sum of all values listed in the schedule shall equal the total Contract Sum. E. Schedules are subject to Engineer's approval wherein additional line item detail may be required. END OF SECTION 08/12 01370-1 11-4179 CONSTRUCTION PHOTOGRAPHS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Employ competent photographer to take construction record photographs for preconstruction conditions, periodically during course of Work, and post- construction. 1.02 RELATED REQUIREMENTS A. Section 01152: Application for Payment B. Section 01720: Project Record Documents 1.03 PHOTOGRAPHY REQUIRED A. Provide photographs taken on cutoff date for each scheduled Application for Payment. B. View and Quantities Required: 1. Take a minimum of 24 exposures of the site and adjacent property at preconstruction, monthly, and post-construction. C. Negatives: 1. Remain property of photographer 2. Require that photographer maintain negatives for a period of two years from Date of Completion of entire project. 3. Photographer shall agree to furnish additional prints to Owner and the Engineer at commercial rates applicable at time of purchase. 1.04 COSTS OF PHOTOGRAPHER A. Contractor shall pay costs for specified photography and prints. 1. Parties requiring additional photography or prints will pay photographer directly. PART 2 - PRODUCTS 2.01 PRINTS A. Color: 1. Paper: Single weight, color print paper 2. Finish: Smooth surface, glossy 3. Size: 8-inch x 10-inch B. Identify each print on back, listing: 1. Name of Project 2. Orientation of View 08/12 01380-1 11-4179 3. Date and time of exposure 4. Name and address of photographer 5. Photographer's numbered identification of exposure. PART 3- EXECUTION 3.01 TECHNIQUE A. Factual presentation B. Correct exposure and focus 1. High resolution and sharpness 2. Maximum depth-of-field 3. Minimum distortion 3.02 VIEWS REQUIRED A. Photograph from locations to adequately illustrate condition of construction and state of progress. 1. At successive periods of photography, take at least one photograph from the same overall view as previously. 2. Consult with the Engineer at each period of photography for instructions concerning views required. 3.03 DELIVERY OF PRINTS A. Deliver 3 sets of prints to the Engineer to accompany each Application for payment. END OF SECTION 08/12 01380-2 11-4179 SECTION 01505 CONTROL OF WORK PART 1 - GENERAL 1.01 QUALITY OF WORK A. The Contractor shall furnish personnel and equipment which will be efficient, appropriate and a quantity large enough to secure a satisfactory quality of work and a rate of progress which will insure the completion of the work within the time stipulated in the Proposal. If at any time such personnel appear to the Engineer to be inefficient, inappropriate or insufficient for securing the quality of work required or for producing the rate of progress aforesaid, he may order the Contractor to increase the efficiency, change the character or increase the personnel and equipment, and the Contractor shall conform to such order. Failure of the Engineer to give such order shall in no way relieve the Contractor of his obligations to secure the quality of the work and rate of progress required. 1.02 PRIVATE LAND A. The Contractor shall not enter or occupy private land outside of the right of way, except by written permission of the Owner. 1.03 PIPE LOCATIONS A. Pipeline shall be located substantially as indicated on the Drawings, but the Engineer reserves the right to make such modifications in locations as may be found desirable to avoid interference with existing structures or for other reasons. 1.04 OPEN EXCAVATIONS A. All open excavations shall be adequately safeguarded by providing temporary barricades, caution signs, lights and other means to prevent accidents to persons, and damage to property. The Contractor shall, at his own expense, provide suitable and save bridges and other crossings for accommodating travel by pedestrians and workmen. Bridges provided for access to private property during construction shall be removed when no longer required. The length of open trench will be controlled by the particular surrounding conditions, but shall always be confined to the limits prescribed by the Engineer. If the excavation becomes a hazard, or if it excessively restricts traffic at any point, the Engineer may require special construction procedures such a limiting the length of open trench, prohibiting stacking excavated material in the street, and requiring that the trench shall not remain open overnight. B. The Contractor shall take precautions to prevent injury to the public due to open trenches. All trenches, excavated material, equipment, or other obstacles which could be dangerous to the public shall be well lighted at night. 1.05 TEST PITS 08/12 01505-1 11-4179 A. Test pits for the purpose of locating underground pipeline or structures in advance of the construction shall be excavated and backfilled by the Contractor at his cost at the direction of the Engineer. Test pits shall be backfilled immediately after their purpose has been satisfied and the surface restored and maintained in a manner satisfactory to the Engineers. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.01 COOPERATION WITHIN THIS CONTRACT A. All firms or persons authorized to perform any work under this Contract shall cooperate with the General Contractor and his subcontractors or trades, and shall assist in incorporating the work of other trades where necessary or required. B. Cuffing and patching, drilling and fitting shall be carried out where required by the trade or subcontractor having jurisdiction, unless otherwise indicated herein or directed by the Engineer. C. All work will be coordinated with the Pier contractor onsite. 3.02 PROTECTION OF CONSTRUCTION AND EQUIPMENT A. All newly constructed work shall be carefully protected from injury in any way. No wheeling or walking or placing of heavy loads on it shall be allowed and all portions injured shall be reconstructed by the Contractor at his own expense. B. All structures shall be protected in a manner approved by the Engineer. Should any of the floors or other parts of the structures become heaved, cracked or otherwise damaged, all such damaged portions of the work shall be completely repaired and made good by the Contractor at his own expense and to the satisfaction of the Engineer. If, in the final inspection of the work, any defects, faults or omissions are found, the Contractor shall cause the same to be repaired or removed and replaced by proper materials and workmanship without extra compensation for the materials and labor required. Further, the Contractor shall be fully responsible for the satisfactory maintenance and repair of the construction and other work undertaken herein, for at least the guarantee period described in the contract. C. Further, the Contractor shall take all necessary precaution to prevent damage to any structure due to water pressure during and after construction and until such structure is accepted and taken over by the Owner. END OF SECTION 08/12 01505-2 11-4179 SECTION 01510 TEMPORARY UTILITIES PART 1 -GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install and maintain temporary utilities required for construction, remove on completion of work. 1.02 RELATED REQUIREMENTS A. Section 01010: Summary of Work 1.03 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with National Electric Code. B. Comply with Federal, State and Local codes and regulations and with utility company requirements. C. Comply with County Health Department and Environmental Regulations. PART 2 - PRODUCTS 2.01 MATERIALS A. Materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. 2.02 TEMPORARY ELECTRICITY AND LIGHTING A. Arrange with utility company, provide service required for power and lighting, and pay all costs for service and for power used in the construction, testing and trial operation prior to final acceptance of the work by the Owner. B. Install circuit and branch wiring, with the area distribution boxes located so that power and lighting is available throughout the construction by the use of construction type power cords. C. Provide adequate artificial lighting for all areas of work when natural light is not adequate to work, and all areas accessible to the public. 2.03 TEMPORARY WATER 08/12 01510-1 11-4179 A. Arrange with the Owner, as described in the Supplemental Conditions to provide water for construction purposes. B. Install branch piping with taps located so that water is available throughout the construction by the use of hoses. C. Install at each and every connection to the Owner water supply a backflow preventor meeting the requirements of ANSI A40.6, latest revision. Contractor shall be required to meter and pay for all water used. 2.04 TEMPORARY SANITARY FACILITIES A. Provide sanitary facilities in compliance with laws and regulations. B. Service, clean and maintain facilities and enclosures. 2.05 TEMPORARY HEAT AND VENTILATION A. Provide temporary heat and ventilation as required to maintain adequate environmental conditions to facilitate progress of the Work, to meet specified minimum conditions for the installation of materials, and to protect materials and finishes from damage due to temperature or humidity. B. Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse humidity, and to prevent hazardous accumulations of dust, fumes, vapors or gases. C. Portable heaters shall be standard approved units complete with controls. D. Pay all costs of installation, maintenance, operation and removal, and for fuel consumed. E. Provide connections to existing facilities, extend and supplement with temporary units as required to comply with requirements. Pay all costs of installation, maintenance, operation and removal. Owner will pay costs of fuel used from the existing system. PART 3- EXECUTION 3.01 GENERAL A. Comply with applicable requirements specified in Division 15 - Mechanical and in Division 16- Electrical. B. Maintain and operate systems to assure continuous service. C. Modify and extend systems as work progress requires. 3.02 REMOVAL 08/12 01510-2 11-0179 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. C. Restore permanent facilities used for temporary services to specified condition. END OF SECTION 08/12 01510-3 11-4179 SECTION 01540 SECURITY PART 1 - GENERAL 1.01 SECTION INCLUDES A. Security Program B. Entry Control C. Personnel Identification D. Miscellaneous Restrictions 1.02 RELATED SECTIONS A. Section 01010 - Summary of Work B. Section 01510 - Temporary Utilities 1.03 SECURITY PROGRAM A. Protect Work, existing premises and Owner's operations from theft, vandalism and unauthorized entry. B. Initiate program in coordination with Owner's existing security system at job mobilization. C. Maintain program throughout construction period until Owner occupancy as directed by Engineer. 1.04 ENTRY CONTROL A. Restrict entrance of persons and vehicles into project site and existing facilities. B. Allow entrance only to authorized persons with proper identification. C. Maintain log of workmen and visitors, make available to Owner on request. D. Coordinate access of Owner's personnel to site in coordination with Owner's security forces. 08/12 01540-1 11-4179 1.05 PERSONNEL IDENTIFICATION A. Become familiar with Owner and Engineer representatives. B. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 08/12 01540-2 11-4179 SECTION 01550 SITE ACCESS AND STORAGE PART I -GENERAL 1.01 HIGHWAY LIMITATIONS A. The Contractor shall make his own investigation of the condition of available public and private roads and of clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress to the site of the work. 1.02 TEMPORARY CROSSINGS A. Temporary restoration shall be completed daily. Temporary restoration shall include all driveways, sidewalks and roadways. They shall be swept clean and be maintained free of dirt and dust. All areas disturbed by the construction activities shall be restored to proper grade, cleaned up, including the removal of debris, trash, and deleterious materials. All construction materials, supplies, or equipment, including piles of debris shall be removed from the area. All temporarily restored areas shall be maintained by the Contractor. These areas shall be kept clean and neat, free of dust and dirt, until final restoration operations are completed. The Contractor is responsible to utilize dust abatement operations in the temporarily restored areas as required, to the satisfaction of the Engineer. B. Final restoration shall be completed in accordance with the plans, and shall include the completion of all required pavement replacement of roadways, driveways, curbs, gutters, sidewalks and other existing improvements disturbed by the construction; final grading, placement of sod, pavement marking, etc., all complete and finished, acceptable to the Engineer. In order to obtain a satisfactory junction with adjacent surfaces, the Contractor shall saw cut back and trim the edge so as to provide a clean, sound, vertical joint before permanent replacement of an excavated or damaged portion of pavement. Damaged edges of pavement along excavations and elsewhere shall be trimmed back by saw cutting in straight lines. All pavement restoration and other facilities restoration shall be constructed to finish grades compatible with the adjacent undisturbed pavement. 1.03 CONTRACTOR'S WORK AND STORAGE AREA A. The Contractor shall make his own arrangements for any necessary off-site storage or shop areas necessary for the proper execution of the work. PART II - PRODUCTS (Not Used) PART III - EXECUTION (Not Used) END OF SECTION 08/12 01550-1 11-4179 SECTION 01570 TRAFFIC REGULATION PART 1 - GENERAL 1.01 DESCRIPTION: The Work to be performed under this section shall include furnishing all materials and labor necessary to regulate vehicular and pedestrian traffic. 1.02 APPLICABLE CODES, STANDARDS AND SPECIFICATIONS: The Work under this Contract shall be in strict accordance with the following codes and standards. A. Local, County and Municipal codes. B. Florida Department of Transportation Specifications (DOT) PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION 3.01 TRAFFIC AND VEHICULAR ACCESS: A. Emergency Vehicles: No multi-family residence, apartment, commercial building or place of employment shall be without access to emergency vehicles. The Contractor shall notify in writing the Engineer, the police, fire, and other emergency departments and agencies when and where work is to be accomplished that will affect their normal operations at least two days in advance of such work. 3.02 CONSTRUCTION IN STATE HIGHWAY RIGHT-OF-WAY: Construction within all State highway right-of-way shall be made in full compliance with all requirements and to the satisfaction of the Florida Department of Transportation. All necessary barricades, detours, lights and other protective measures shall be provided for the protection of both pedestrian and vehicular traffic. 3.03 CONSTRUCTION IN OTHER THAN STATE HIGHWAY RIGHT-OF-WAY: Construction within right-of-way other than State highway shall be made in full compliance with all requirements of the Florida Department of Transportation and to the satisfaction of the local governing bodies. All necessary barricades, detours, lights and other protective measures shall be provided for the protection of both pedestrian and vehicular traffic. END OF SECTION 08/12 01570-1 11-4179 SECTION 01600 MATERIAL AND EQUIPMENT • PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDE A. Material and equipment incorporated into the Work: 1. Conform to applicable specifications and standards. 2. Comply with size, make, type and qualify specified, or as specifically approved in writing by the Engineer. 3. Manufactured and Fabricated Products: a. Design, fabricate and assemble in accord with the best engineering and shop practices. b. Manufacture like part of duplicate units to standard sizes and gauges, to be interchangeable. c. Two or more items of the same kind shall be identical, by the same manufacturer. d. Products shall be suitable for service conditions. e. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations are specifically approved in writing. 4. Do not use material or equipment for any purpose other than that for which it is designed or is specified. 1.02 RELATED REQUIREMENTS A. Section 01010: Summary of Work B. Section 01340: Shop Drawings, Working Drawings and Samples C. Section 01740: Warranties and Bonds 1.03 APPROVAL OF MATERIALS A. Only new materials and equipment shall be incorporated in the work. All materials and equipment fumished by the Contractor shall be subject to the inspection and approval of the Engineer. No material shall be delivered to the work without prior approval of the Engineer. B. Within 10 days after the effective date of the Agreement, the Contractor shall submit to the Engineer, data relating to materials and equipment he proposes to furnish for the work. Such data shall be in sufficient detail to enable the Engineer to identify the particular product and to form an opinion as to its conformity to the specifications. The data shall comply with Paragraph 1.07 of this Section. C. Facilities and labor for handling and inspection of all materials and equipment shall be fumished by the Contractor. If the Engineer requires, either prior to beginning or 08/12 01600-1 11-4179 during progress of the work, the Contractor shall submit samples of materials for such special tests as may be necessary to demonstrate that they conform to the specifications. Such samples shall be furnished, stored, packed, and shipped as directed at the Contractor's expense. Except as otherwise noted, the Owner will make arrangements for and pay for the tests. D. The Contractor shall submit data and samples sufficiently early to permit consideration and approval before materials are necessary for incorporation in the work. Any delay of approval resulting from the Contractor's failure to submit samples or data promptly shall not be used as a basis of claim against the Owner or the Engineer. E. In order to demonstrate the proficiency of workmen or to facilitate the choice among several textures, types, finishes, and surfaces, the Contractor shall provide such samples of workmanship or finish as may be required. F. The materials and equipment used on the work shall correspond to the approved samples or other data. 1.04 MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION A. When Contract Documents require that installation of work shall comply with manufacturer's printed instruction, obtain and distribute copies of such instructions to parties involved in the installation, including copies to the Engineer. 1. Maintain one set of complete instructions at the job site during installation and until completion. B. Handle, install, connect, clean, condition and adjust products in strict accord with such instructions and in conformity with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with Engineer for further instructions. 2. Do not proceed with work without clear instructions. C. Perform work in accord with manufacturer's instructions. Do not omit any preparatory step or installation procedure unless specifically modified or exempted by Contract Documents. 1.05 TRANSPORTATION AND HANDLING A. Arrange deliveries of Products in accord with construction schedules, coordinate to avoid conflict with work and conditions at the site. 1. Deliver Products in undamaged condition, in manufacturer's original containers or packaging,with identifying labels intact and legible. 2. Immediately on delivery, inspect shipments to assure compliance with requirements of Contract Documents and approved submittals, and that Products are properly protected and undamaged. B. Provide equipment and personnel to handle Products by methods to prevent soiling or damage to Products or packaging. 08/12 01600-2 11-4179 1.06 STORAGE AND PROTECTION A. The Contractor shall furnish a covered, weather-protected storage structure providing a clean, dry, noncorrosive environment for all mechanical equipment, valves, electrical and instrumentation equipment, and special equipment to be incorporated into this project. Storage of equipment shall be performed to allow easy access and be in strict accordance with the "instructions for storage" of each equipment supplier and manufacturer including weather/humidity protection, connection of heaters, placing of storage lubricants in equipment, blocking, or skid storage, etc. Corroded, damaged or deteriorated equipment and parts shall be replaced before acceptance of the project. B. Store Products in accord with manufacturer's instructions, with seals and labels intact and legible. 1. Store products subject to damage by the elements in weather-tight enclosures. 2. Maintain temperature and humidity within the ranges required by manufacturer's instructions. 3. Store fabricated products above the ground on blocking or skids, prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings, provide adequate ventilation to avoid condensation. 4. Store loose granular materials in a well drained area on solid surfaces to prevent mixing with foreign matter. C. All materials and equipment to be incorporated in the work shall be handled and stored by the Contractor before, during, and after shipment in a manner to prevent warping, twisting, bending, breaking, chipping, rusting, and any injury, theft or damage of any kind whatsoever to the material or equipment. D. Cement, sand and lime shall be stored under a roof and off the ground and shall be kept completely dry at all times. All structural and miscellaneous steel, and reinforcing steel shall be stored off the ground or otherwise to prevent accumulations of dirt or grease, and to minimize rusting. Brick, block and similar masonry products shall be handled and stored in a manner to reduce breakage, chipping, cracking, and spalling to a minimum. E. Moving parts shall be rotated a minimum of once weekly to insure proper lubrications and to avoid metal-to-metal "welding". Upon installation of the equipment, the Contractor shall start the equipment, at least half load, once weekly for an adequate period of time to insure that the equipment does not deteriorate from lack of use. F. All materials which, in the opinion of the Engineer, have become so damaged as to be unfit for the use intended or specified shall be promptly removed from the site of the work, and the Contractor shall receive no compensation for the damaged material or its removal. G. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored Products to assure that Products are maintained under specific 08/12 01600-3 11-4179 conditions, and free from damage or deterioration. H. Protection After Installation: 1. Provide substantial coverings as necessary to protect installed products from damage from traffic and subsequent construction operations. Remove The Contractor shall be responsible for all materials, equipment, and supplies sold and delivered to the Owner under this Contract until final inspection of the work and acceptance thereof by the Owner. In the event any such material, equipment, and supplies are lost, stolen, damaged, or destroyed prior to final inspection and acceptance, the Contractor shall replace same without additional cost to the Owner. J. Should the Contractor fail to take proper action on storage and handling of equipment supplied under this Contract within seven days after written notice to do so has been given, the Owner retains the right to correct all deficiencies noted in previously transmitted written notice and deduct the cost associated with these corrections from the Contractor's Contract. These costs may be comprised of expenditures for labor, equipment usage, administrative, clerical, engineering and any other costs associated with making the necessary corrections. 1.07 SUBSTITUTIONS AND PRODUCT OPTIONS A. Products List: 1. Within 10 days after the effective date of the Agreement, submit to the Engineer a complete list of major products proposed to be used, with the name of the manufacturer and the installing subcontractor. B. Contractor's Options: 1. For Products specified only by reference standard, select any product meeting that standard. 2. For Products specified by naming several products or manufacturers, select any one of the products or manufacturers named, which complies with the specifications, subject to the base bid procedures outlined under Document 00400 -Supplemental Bid Form. 3. For products specified by naming one or more Products or manufacturers and "or equal", Contractor must submit a request as for substitutions for any Product or manufacturer not specifically named. C. Substitutions: 1. For a period of 20 days after the effective date of the Agreement, the Engineer will consider written requests from Contractor for substitution of Products. 2. Submit a separate request for each Product, supported with complete data, with drawings and samples as appropriate, including: a. Comparison of the qualities of the proposed substitution with that specified b. Changes required in other elements of the work because of the substitution c. Effect on the construction schedule 08/12 01600-4 11-4179 d. Cost data comparing the proposed substitution with the Product specified e. Any required license fees or royalties f. Availability of maintenance service, and source of replacement materials 3. The Engineer shall be the judge of the acceptability of the proposed substitution. 4. No substitutions will be considered by the Engineer after 30 days from the Contract Date. D. Contractor's Representation: 1. A request for a substitution constitutes a representation that Contractor: a. Has investigated the proposed Product and determined that it is equal to or superior in all respects to that specified b. Will provide the same warranties or bonds for the substitution as for the Product specified c. Will coordinate the installation of an accepted substitution into the Work, and make such other changes as may be required to make the Work complete in all respects d. Waives all claims for additional costs, under his responsibility, which may subsequently become apparent. E. The Engineer will review requests for substitutions with reasonable promptness, and notify Contractor, in writhing, of the decision to accept or reject the requested substitution. 1.08 SPECIAL TOOLS A. Manufacturers of equipment and machinery shall furnish any special tools (including grease guns or other lubricating devices) required for normal adjustment, operations and maintenance, together with instructions for their use. The Contractor shall preserve and deliver to the Owner these tools and instructions in good order no later than upon completion of the Contract. 1.09 STORAGE AND HANDLING OF EQUIPMENT ON SITE A. Because of the long period allowed for construction, special attention shall be given to the storage and handling of equipment on site. As a minimum, the procedure outlined below shall be followed: 1. Equipment shall not be shipped until approved by the Engineer. The intent of this requirement is to reduce on-site storage time prior to installation and/or operation. Under no circumstances shall equipment be delivered to the site more than one month prior to installation without written authorization from the Engineer unless it is to be stored as specified in Paragraph 1.06 herein upon arrival. Operation and maintenance data as described in Paragraph 1.08 of Section 01730 shall be submitted to the Engineer for review prior to shipment of equipment. 2. All equipment having moving parts such as gears, electric motors, etc. and/or instruments shall be stored in a temperature and humidity controlled building approved by the Engineer, until such time as the equipment is to be 08/12 01600-5 11-4179 installed. 3. All equipment shall be stored fully lubricated with oil, grease, etc. unless otherwise instructed by the manufacturer. 4. Manufacturer's storage instructions shall be carefully studied by the Contractor and reviewed with the Engineer by him. These instructions shall be carefully followed and a written record of this kept by the Contractor. 5. Moving parts shall be rotated a minimum of once weekly to insure proper lubrication and to avoid metal-to-metal "welding". Upon installation of the equipment, the Contractor shall start the equipment, at least half load, once weekly for an adequate period of time to insure that the equipment does not deteriorate from lack of use. 6. Lubricants shall be changed upon completion of installation and as frequently as required thereafter during the period between installation and acceptance. Mechanical equipment to be used in the work, if stored for longer than ninety (90) days, shall have the bearings cleaned, flushed and lubricated prior to testing and start up, at no extra cost to the Owner. 7. Prior to acceptance of the equipment, the Contractor shall have the manufacturer inspect the equipment and certify that its condition has not been detrimentally affected by the long storage period. Such certifications by the manufacturer shall be deemed to mean that the equipment is judged by the manufacturer to be in a condition equal to that of equipment that has been shipped, installed, tested and accepted in a minimum time period. As such, the manufacturer will guarantee the equipment equally in both instances. If such a certification is not given, the equipment shall be judged to be defective. It shall be removed and replaced at the Contractor's expense. 1.10 WARRANTY A. For all major pieces of equipment, submit a warranty from the equipment manufacturer as specified in Section 01740. 1.11 SPARE PARTS A. Spare parts for certain equipment provided under Division 11 through 16 have been specified in the pertinent sections of the Specifications. The Contractor shall collect and store all spare parts so required in an area to be designated by the Engineer. In addition, the Contractor shall fumish to the Engineer an inventory listing all spare parts, the equipment they are associated with, the name and address of the supplier, and the delivered cost of each item. Copies of actual invoices for each item shall be furnished with the inventory to substantiate the delivered cost. 1.12 GREASE, OIL AND FUEL A. All grease, oil and fuel required for testing of equipment shall be fumished with the respective equipment. The Owner shall be furnished with a year's supply of required lubricants including grease and oil of the type recommended b the manufacturer with each item of the equipment supplied under Division 11 through 16. 08/12 01600-6 11-4179 • B. The Contractor shall be responsible for changing the oil in all drives and intermediate drives of each mechanical equipment after initial break-in of the equipment, which in no event shall be any longer than three weeks of operation. PART 2 - PRODUCTS (Not Used) PART 3- EXECUTION (Not Used) END OF SECTION 08/12 01600-7 11-4179 SECTION 01670 TESTING PIPING SYSTEMS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Perform specified services with Contractor's qualified personnel, or employ and pay for a qualified organization to perform specified services. In accordance with AWWA (Latest Edition) B. Pressure and Piping Systems. 1.02 RELATED REQUIREMENTS A. Section 01041: Project Coordination B. Section 02610: Pipe and Fittings 1.03 DESCRIPTION A. Perform testing of piping systems in accordance with the latest edition of AWWA and as specified below. B. Provide instrument required for testing of piping systems. 1. Make instruments available to Engineer to facilitate spot checks during testing. 2. Retain possession of instruments; remove from site at completion of services. C. Provide all water required for flushing and testing. The Contractor shall obtain a construction meter from the City at current rates. D. Provide all necessary pumping equipment and other equipment, materials and facilities required for proper completion of the flushing and testing specified. E. Source and quality of water, procedure and test equipment shall be acceptable to the Engineer. Length of tested line shall not exceed 2,000 feet. F. All tests shall be made in the presence of the Engineer. Notify Engineer at least 48 hours before any Work is to be inspected or tested. G. If inspection or test shows defects, the piping system(s) shall be repaired or replaced and inspection repeated, until such piping is acceptable to the Engineer. H. All pipe, fittings, valves and joints shall be carefully examined during test. Leaky joints shall be tightened by remaking the joint. 08/12 01670-1 11-4179 Sections of the system may be tested separately. It shall be distinctly understood that any defect which may subsequently develop in section already tested and accepted shall promptly be corrected and that section retested. J. Disposal of the water used for testing shall be subject to the approval of the Engineer. 1.04 QUALITY ASSURANCE A. The organization which performs the testing shall, prior to testing, provide their qualifications and demonstrate their ability to perform the services to the satisfaction of the Engineer. 1.05 SUBMITTALS A. Preliminary 1. Submit three copies of documentation to confirm compliance with Quality Assurance provisions: a. Organization supervisor and personnel training and qualifications. b. Specimen copy of each of the report forms proposed for use. B. At least fifteen days prior to Contractor's request for final inspection, submit three copies of final reports on applicable reporting forms, for review. 1. Each individual final reporting form must bear the signature of the person who recorded data and that of the supervisor of the reporting organization. 2. Identify instruments of all types which were used and last date of calibration of each. 1.06 JOB CONDITIONS A. Prior to start of testing of piping systems, verify that required "Job Conditions" are met: 1. System or system element installation is complete. 2. All required materials, water, instruments, etc. are on hand. 3. All other preparations are completed. 1.07 TESTING PROCEDURES A. Domestic and Small Diameter Process Systems Test: Not Used. B. Interior Drainage System: Not Used. C. Underground Sewer System: Not Used. D. Exterior and Interior Piping Systems: 1. Exterior and interior piping shall pass a hydrostatic pressure test and a leakage test as defined below before acceptance. The pressure and 08/12 01670-2 11-4179 leakage test shall be made after all jointing operations are completed and after backfilling is completed. All concrete reaction blocks, or other bracing and restraining facilities, shall be in place at least 14 days before the initial filling of the line. 2. The pressure and leakage tests may be applied to an individual section of line isolated between the existing line valves, or may be applied to shorter sections of line at the Contractor's option. If shorter sections are tested, test plugs or bulkheads as required at the ends of the test section shall be furnished and installed by the Contractor at his expense, together with all anchors, braces, and other devices required to withstand the hydrostatic pressure on such plug or plugs, without imposing any hydraulic thrust on the pipe line or any part thereof. The Contractor shall be solely responsible for any and all damage to the pipe line, and/or to any other facility, which may result from the failure of test plugs furnished by him or supports therefore, in any case. 3. Hydrostatic Tests: a. The section of line to be tested shall be slowly filled with water and all air expelled from the pipe. Care shall be taken that all air valves are installed and open in the section being filled, and that the rate of filling does not exceed the venting capacity of the air valves. b. Hydrostatic test pressure shall be as follows: Pressure System Test Rating Fire line 200psipsi Potable Water 150 psi Miscellaneous Pressure Pipe 1.5 times static operation head c. After the pipe has been laid, all newly laid pipe of any valved section thereof shall be subjected to a hydrostatic pressure of at least 1.5 times the working pressure at the point of testing. 1) Test pressure shall: Not be less than 1.25 times the working pressure at the highest point along the test section. ii. Not exceed pipe or thrust-restraint design pressures. iii. Be of at least 2-hour duration. iv. Not vary by more than ±5 psi (0.35 Bar) for the duration of the test. v. Not exceed twice the rated pressure of the valves or hydrants when the pressure boundary of the test section includes closed gate valves or hydrants. NOTE: Valves shall not be operated in either direction at differential pressures exceeding the rated pressures. vi. Not exceed the rated pressure of the valves when the pressure boundary of the test section includes closed valves. 08/12 01670-3 11-4179 2) Each valved section of pipe shall be filled with water slowly and the specified test pressure based on the elevation of the lowest point of the line or section under test and corrected to the elevation of the test gauge shall be applied by means of a pump connected to the pipe in a manner satisfactory to the Engineer. Valves shall not be operated in either the opening or closing direction at differential pressures above the rated pressure. The system shall be allowed to stabilize at the test pressure before conducting the leakage test. d. Examination. Any exposed pipe, fittings, valves, hydrants and joints shall be examined carefully during the test. Any damaged or defective pipe fittings, valves or hydrants that are discovered following the pressure test shall be repaired or replaced with sound material and the test shall be repeated until it is satisfactory to the Engineer. 1) Leakage Test A leakage test shall be conducted concurrently with the pressure test. Leakage shall be defined as the quantity of water that must be supplied into the newly laid pipe, or nay valved section thereof, to maintain pressure within 5 psi (0.35 Bar) of the specified test pressure after the air in the pipeline has been expelled and the pipe has been filled with water. Leakage SHALL NOT BE MEASURED BY A DROP IN PRESSURE IN A TEST SECTION OVER A PERIOD OF TIME. ii. No pipe installation will be accepted if the leakage is greater than that determined by the following formula: L _ SD* P" 148.000 In which L is the allowable leakage, in gallons per hour; S is the length of pipe 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. a. Allowable leakage at various pressures is shown in Section 3.02. b. When testing against closed metal-seated valves, an additional leakage per closed valve of 0.0078 gal/hfin (0.0012 Uh/mm) of nominal valve size shall be allowed. 08/12 01670-4 11-4179 c. When hydrants are in the test section, the test shall be made against the closed hydrant. d. Acceptance shall be determined on the basis of allowable leakage. If any test of pipe laid discloses leakage greater than that specified in Section "b" above, Contractor shall, at his own expense, locate and make repairs as necessary until the leakage is within the specified allowance. e. All visible leaks are to be repaired regardless of the amount of leakage. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 GENERAL A. Prior to testing, pig and flush all piping systems with water to remove all debris in the system. Pigging of lines 6" and smaller is not required unless the line becomes contaminated. B. For testing refer to the Testing Procedures above. C. No separate payment for testing shall be made. 3.02 TABLE 1 Allowable Leakage per 1000ft (305 M) of Pipeline'gpht" Nominal Pipe Average Test Pressure - psi (Bar) Diameter (") 100(7) 125(9) 15000) 17502) 20004) 25506) 250(17) 3 0.23 0.25 0.25 0.30 0.32 0.34 0.36 4 0.30 0.34 0.37 0.40 0.43 0.45 0.47 6 0.45 0.50 0.55 0.59 0.64 0.68 0.71 8 0.60 0.67 0.74 0.80 0.85 0.90 0.95 10 0.75 0.84 0.92 0.99 1.06 1.13 1.19 12 0.90 1.01 1.10 1.19 1.28 1.35 1.42 14 1.05 1.13 129 1.39 1.45 1.58 1.66 16 1.20 1.34 1.47 1.59 170 1.80 1.90 18 1.35 1.51 1.66 1.79 1.91 2.03 2.14 08/12 01670-5 11-4179 20 1.50 1.68 1.84 1.98 2.12 2.25 2.37 24 1.80 2.01 2.21 2.38 2.55 2.70 2.85 30 2.25 2.52 2.76 2.98 3.19 3.38 3.56 36 2.70 3.02 3.31 3.58 3.82 4.05 4.25 42 3.15 3.53 3.86 4.17 4.46 4.73 4.99 48 3.60 4.03 4.41 4.77 5.09 5.41 5.70 54 4.05 4.53 4.97 5.36 5.73 6.03 6.41 • If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size. • To obtain leakage in liter/hour, multiply the values in the table by 3.785. END OF SECTION 08/12 01670-6 11-4179 SECTION 01701 CONTRACT CLOSEOUT PART 1 -GENERAL 1.01 REQUIREMENTS INCLUDED A. Comply with requirements stated in Conditions of the Contract and in Specifications for administrative procedures in closing out the work. 1.02 RELATED REQUIREMENTS A. Conditions of the Contract. Fiscal provisions, legal submittals and additional administrative requirements. B. Section 01720: Project Record Documents. 1.03 BENEFICIAL OCCUPANCY A. When the Owner considers work is substantially complete for beneficial use, he will submit a letter to the Contractor informing intent to take early possession of the facility for partial use. The written notice shall describe the Owner's reason for early beneficial occupancy. B. The Contractor shall adjust his work schedule to accommodate the Owner's plan to utilize the facility. The Contractor will continue the work while allowing the Owner full access and use of the facility. C. The Contractor shall not request a time extension nor additional costs based upon the Owner's early occupancy of the site and use of the facilities. All additional costs associated with the Owner's early occupancy of the site shall be borne by the Contractor. 1.04 SUBSTANTIAL COMPLETION A. When the Contractor considers the work is substantially complete, he shall submit to the Engineer: 1. A written notice that the work, or designated portion thereof, is substantially complete. 2. A list of items to be completed or corrected. B. Within a reasonable time after receipt of such notice, the Engineer will make an inspection to determine the status of completion. C. Should the Engineer determine that the work is not substantially complete: 1. The Engineer will promptly notify the Contractor in writing, giving the reasons therefore. 2. The Contractor shall remedy the deficiencies in the work and send a second 08/12 01701-1 11-4179 written notice of substantial completion to the Engineer. 3. The Engineer will reinspect the work. D. When the Engineer finds that the work is substantially complete, he will: 1. Prepare and deliver to the Owner a tentative Certificate of Substantial Completion with a tentative list of items to be completed or corrected before final payment. 2. After consideration of any objections made by the Owner as provided by Conditions of the Contract, and when the Engineer considers the work substantially complete, he will execute and deliver to the Owner and the Contractor a definite Certificate of Substantial Completion with a revised tentative list of items to be completed or corrected. 1.05 FINAL INSPECTION A. When the Contractor considers the work is complete, he shall submit written certification that: 1. Contract Documents have been reviewed. 2. Work has been inspected for compliance with Contract Documents. 3. Work has been completed in accordance with Contract Documents. 4. Equipment and systems have been tested in the presence of the Owner's representative and are operational. 5. Work is completed and ready for final inspection. B. The Engineer will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should the Engineer consider that the work is incomplete or defective. 1. The Engineer will promptly notify the Contractor in writing, listing the incomplete or defective work. 2. Contractor shall take immediate steps to remedy the stated deficiencies and send a second written certificate to the Engineer that the work is complete. 3. The Engineer will reinspect the work. D. When the Engineer finds that the work is acceptable under the Contract Documents, he shall request the Contractor to make closeout submittals. 1.06 REINSPECTION FEES A. Should the Engineer perform reinspections due to failure of the Work to comply with the claims of status of completion made by the Contractor: 1. Owner will compensate the Engineer for such additional services. 2. Owner will deduct the amount of such compensation from the final payment to the Contractor. 1.07 CONTRACTOR'S CLOSEOUT SUBMITTALS TO ENGINEER A. Evidence of compliance with requirements of goveming authorities. B. Project Record Documents: To requirements of Section 01720. 08/12 01701-2 11-4179 C. Evidence of Payment and Release of Liens: To requirements of General and Supplementary Conditions. 1.08 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to the Engineer. B. Statement shall reflect all adjustment to the Contract Sum: 1. The original Contract Sum. 2. Additions and deductions resulting from: a. Previous Change Orders b. Allowances c. Unit Prices d. Deductions for uncorrected work e. Penalties and Bonuses f. Deductions for liquidated damages g. Deductions for reinspection payments h. Other adjustments 3. Total Contract Sum, as adjusted. 4. Previous payments. 5. Sum remaining due. C. Engineer will prepare a final Change Order, reflecting approved adjustments to the Contract Sum where not previously made by Change Orders. 1.09 FINAL APPLICATION FOR PAYMENT A. Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 08/12 01701-3 11-4179 SECTION 01710 CLEANING PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Execute cleaning, during progress of the Work, and at completion of the Work, as required by General Conditions. 1.02 RELATED REQUIREMENTS A. Conditions of the Contract. B. Each Specification Section: Cleaning for specific Products or work. 1.03 DISPOSAL REQUIREMENTS A. Conduct cleaning and disposal operations to comply with applicable codes, ordinances, regulations, and anti-pollution laws. PART 2 - PRODUCTS 2.01 MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturer of the 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. Execute periodic cleaning to keep the Work, the site and adjacent properties, free from accumulations of waste materials, rubbish and windblown debris, resulting from construction operations. B. Provide on-site containers for the collection of waste materials, debris and rubbish. C. Remove waste materials, debris and rubbish from the site periodically and dispose of at legal disposal areas away from the site. END OF SECTION 08/12 01710-1 11-4179 DOCUMENT 01720 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Maintain at the site for the Owner one record copy of 1. Drawings 2. Specifications 3. Addenda 4. Change Orders and other Modifications to the Contract 5. Engineer's Field Orders or Written Instructions 6. Approved Shop Drawings, Working Drawings, and Samples 7. Field Test Reports 8. Construction Photographs 1.02 RELATED REQUIREMENTS A. Section 01050: Field Engineering B. Section 01340: Shop Drawings, Working Drawings and Samples C. Section 01700: Contract Closeout D. Section 01152: Applications for Payment 1.03 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store documents and samples in Contractor's field office apart from documents used for construction. B. File documents and samples in accordance with CSI format number system. 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. As a prerequisite for monthly progress payments, the Contractor is to exhibit the currently updated "record documents" for review by the Engineer and the Owner. 1.04 RECORDING A. Label each document "PROJECT RECORD" in neat large printed letters. B. Record information concurrently with construction progress. 08/11 01720-1 06-5355.15 C. Drawings; Legibly mark record actual construction: 1. Depths of various elements of foundation in relation to finish first floor datum. 2. All underground piping with elevations and dimensions. Changes to piping 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 of dimensions and details. 5. Changes made by Field Order or by Change Order. 6. Details not on original contract drawings. 7. Equipment and piping relocations. 8. Building and tank locations. 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 field order or by Change Order. E. Shop Drawings (after final review and approval): 1. One set of record shop drawings for each process equipment, piping, (including casings) electrical system and instrumentation system. F. Certified site survey and line elevations, and stationing at increments per Section 01050, by registered surveyor. 1.05 SUBMITTAL A. At Close-out, deliver Record Documents to the Engineer for 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 C. Submittal of Record Drawings shall be in accordance with Section 01050, 1.06. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 08/11 01720-2 06-5355.15 SECTION 01740 WARRANTIES AND BONDS PART 1 -GENERAL 1.01 REQUIREMENTS INCLUDED A. Compile specified warranties and bonds, as in Articles 5 and 13 of the General Conditions and Section 01030 of these Specifications. B. Co-execute submittals when so specified. C. Review submittals to verify compliance with Contract Documents. D. Submit to the Engineer for review and transmittal to Owner. 1.02 RELATED REQUIREMENTS A. Instructions to Bidders:Bid or Proposal Bonds B. Conditions of the Contract: Performance Bond and Payment Bond C. Section 01030: Special Project Procedures 1.03 SUBMITTAL REQUIREMENTS A. Assemble warranties, bond, service and maintenance contracts, executed by each of the respective manufacturers, suppliers, and subcontractors. B. Number of original signed copies required: two each. C. Table of Contents: neatly typed, in orderly sequence. Provide complete information for each item. 1. Product or work item 2. Firm, with name of principal, address and telephone number 3. Scope 4. Date of beginning of Warranty, bond or service and maintenance contract 5. Duration of warranty, bond or service maintenance contract 6. Provide information for Owner's personnel: a. Proper procedure in case of failure b. Instances which might affect the validity of warranty or bond 7. Contractor, name of responsible principal, address and telephone number 1.04 FORM OF SUBMITTALS A. Prepare in duplicate packets B. Format: 1. Size 8 1/2 inches x 11 inches, punch sheets for standard 3-post binder 08/12 01740-1 11-4179 2. Cover: Identify each packet with typed or printed title 'WARRANTIES AND BONDS". List: a. Title of Project b. Name of Contractor C. Binders: Commercial quality, three-post binder, with durable and cleanable plastic covers and maximum post width of 2 inches. 1.05 WARRANTY SUBMITTAL REQUIREMENTS A. For all major pieces of equipment, submit a one-year warranty from the equipment manufacturer, unless otherwise specified. The manufacturer's warranty period shall be concurrent with the Contractor's for one (1) year commencing at the time of acceptance by the Owner(see Section 01030). B. The Contractor shall be responsible for obtaining certificates for equipment warranty for all major equipment specified under division 11, 13, 14, 15 and 16 and which has a 1 HP motor or which lists for more than $1,000. The Engineer reserves the right to request warranties for equipment not classified as major. The Contractor shall still warrant equipment not considered to be "major" in the Contractor's one-year warranty period even though certificates of warranty may not be required. C. In the event that the equipment manufacturer or supplier is unwilling to provide a one-year warranty commencing at the time of Owner acceptance, the Contractor shall obtain from the manufacturer a two (2) year warranty commencing at the time of equipment delivery to the job site. This two-year warranty from the manufacturer shall not relieve the Contractor of the one-year warranty starting at the time of Owner acceptance of the equipment. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 08/12 01740-2 11-4179 SECTION 02200 EARTHWORK PART 1 - GENERAL 1.01 RELATED SECTIONS A. Section 01015: General Requirements 1.02 SECTION INCLUDES A. Preparation of subgrade for building slabs, walks, and pavements. B. Excavation, fill, and backfill. 1.03 QUALITY ASSURANCE A. Perform excavation work in compliance with applicable requirements of governing authorities having jurisdiction. 1.04 PROJECT CONDITIONS A. Locate existing underground utilities in areas of work. Provide adequate means of support and protection during earthwork operations. B. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult utility owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities to satisfaction of utility owner. C. Do not interrupt existing utilities serving occupied facilities. E. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by earthwork operations. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. Satisfactory Soil Materials: ASTM D2487 soil classification groups GW, GP, GM, SM, SW and SP. B. Unsatisfactory Soil Materials: ASTM D2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH and PT. C. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand. 08/12 02200-1 11-4179 D. Drainage Fill: Washed, evenly graded mixture of crushed stone, or crushed or uncrushed gravel, with 100 percent passing a 1-1/2 in. sieve and not more than 5 percent passing a No. 4 sieve. E. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2 in. in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter. PART 3 - EXECUTION 3.01 EXCAVATION A. Excavation is Unclassified, and includes excavation to subgrade elevations indicated, regardless of character of materials and obstructions encountered. B. Unauthorized Excavation: Removal of materials beyond indicated subgrade elevations or dimensions without specific direction. Unauthorized excavation, as well as remedial work directed by Engineer, shall be at Contractor's expense. C. Additional Excavation: 1. When unsuitable bearing materials are encountered at required subgrade elevations, carry excavations deeper and replace excavated material as directed by Engineer. 2. Removal of unsuitable material and its replacement as directed will be paid on basis of contract conditions relative to changes in work. D. Stability of Excavations: 1. Slope sides of excavations to comply with local codes and ordinances having jurisdiction. 2. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. 3. Maintain sides and slopes of excavations in safe condition until completion of backfilling. E. Shoring and Bracing: 1. Establish requirements for trench shoring and bracing to comply with local codes and authorities having jurisdiction. 2. Maintain shoring and bracing in excavations regardless of time period excavations will be open. Carry down shoring and bracing as excavation progresses. F. Dewatering: 1. Prevent surface water and subsurface or ground water from flowing into excavations. 2. Do not allow water to accumulate in excavations. 3. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. G. Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade and shape stockpiles for proper drainage. 08/12 02200-2 11-4179 H. Excavation for Trenches: Dig trenches to the uniform width required for particular item to be installed, sufficiently wide to provide ample working room. Provide minimum 6 in. clearance on each side of pipe or conduit. 1. Excavate trenches to depth indicated or required for indicated flow lines and invert elevations. 2. Where rock is encountered, carry excavation 6 in. below scheduled elevation and backfill with a 6 in. layer of crushed stone or gravel prior to installation of pipe. 3. For pipes or conduit 5 in. or less, excavate to indicated depths. Hand excavate bottom cut to accurate elevations and support pipe or conduit on undisturbed soil. 4. For pipes or conduit 6 in. or larger, tanks and other work indicated to receive subbase, excavate to subbase depth indicated, or, if not otherwise indicated, to 6 in. below bottom of work to be supported. 5. Except as otherwise indicated, excavate for exterior water-bearing piping so top of piping is minimum 3'-0" below finished grade. 6. Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for entire body of pipe. Do not backfill trenches until tests and inspections have been made and backfilling authorized by Engineer. 3.02 COMPACTION A. Areas to be compacted shall be moistened and compacted by either rolling, tamping or any other approved method by the Engineer in order to obtain the desired density. The Contractor shall inspect all compacted areas prior to further construction operations to ensure that satisfactory compaction has been obtained. All backfill adjacent to structures and pipes, shall be compacted to a density of not less than 100 percent of the maximum density as determined by AASHTO T-99. Density tests are required, such tests shall be made as directed by the Engineer at the expense of the Contractor. The Contractor shall instruct the testing laboratory to forward copies of all test reports to the Engineer. B. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. 3.03 BACKFILL AND FILL A. Place specified soil material in layers to required subgrade elevations: 1. In excavations, use satisfactory excavated or borrow material. 2. Under grassed areas, use satisfactory excavated or borrow material. 3. Under walks and pavements, use subbase material, or satisfactory excavated or borrow material, or combination of both. Place shoulders along edges of subbase course to prevent lateral movement with satisfactory excavated or borrow material. 4. Under steps, use subbase material. 5. Under building slabs, use drainage fill material. 08/12 02200-3 11-4179 6. Under piping and conduit, use subbase material where subbase is indicated under piping or conduit; shape to fit bottom 90 degrees of cylinder. B. Backfill excavations as promptly as work permits, but not until completion of the following: 1. Acceptance of construction below finish grade including waterproofing and perimeter insulation. 2. Inspection, testing, approval, and recording locations of underground utilities. 3. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. C. Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface prior to placement of fills. Plow strip, or break-up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. D. When existing ground surface has a density less than that specified for particular area classification, break up ground surface, pulverize, moisture-condition to optimum moisture content, and compact to required depth and percentage of maximum density. E. Place backfill and fill materials in layers of 6 in. loose depth for material compacted by heavy compaction equipment, and 4 in. in loose depth for material compacted by hand operated tampers. F. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. G. Place backfill and fill materials evenly adjacent to structures, without wedging against structures or displacement of piping or conduit. Compaction equipment used within 10 ft. of buried walls and soil supported structures shall not exceed 2000 lbs. 3.04 GRADING A. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away from structures and to prevent ponding and as follows: 1. Finish to within not more than 0.10 ft. above or below required subgrade elevations. 2. Walks: Shape surface to line, grade and cross-section, with finish surface not more than 0.10 ft. above or below required subgrade elevation. 3. Pavements: Shape surface to line, grade and cross-section, with finish surface 1/2 in. above or below required subgrade elevation. B. Grading Surface of Fill under Building Slabs: Grade smooth and even, free of voids, compacted as specified, and to 1/2 in. below required elevation. 08/12 02200-4 11-4179 3.05 FIELD QUALITY CONTROL A. Contractor will engage soil testing and inspection service for quality control testing during earthwork operations. B. Allow testing service to inspect and approve subgrades and fill layers before further construction work is performed. C. If in opinion of Engineer, based on testing service reports and inspection, subgrade or fills which have been placed below specified density, provide additional compaction and testing at no additional expense to Owner. 3.06 CLEANING AND PROTECTION A. Protect newly graded areas from traffic and erosion. Keep free of trash and debris. B. Repair and re-establish grades in settled, eroded, and rutted areas to specified tolerances. C. Remove excess excavated and waste materials, including unacceptable excavated material, trash and debris, and legally dispose of it off Owner's property. END OF SECTION 08/12 02200-5 11-4179 SECTION 02221 TRENCHING, EXCAVATION, BACKFILLING AND COMPACTING PART 1 -GENERAL 1.01 WORK INCLUDED A. Excavate for all underground piping, including services to buildings. B. Place and compact granular beds and fills over services to rough-grade elevations. C. Dewater excavations as required. D. Provide daily cleanup of site, backfilling of open trenches shall be done as soon as pipe work is complete. Stored materials shall not block vehicular or pedestrian traffic. Provide access to adjacent properties, control dust and erosion. 1.02 RELATED WORK A. Section 01410: Testing Laboratory Services 1.03 SITE COMPACTION TESTING A. Testing of compacted fill materials will be performed in accordance with Section 01410. B. If, during progress of work, tests indicate that compacted materials do not meet specified requirements, remove defective work, replace and retest as directed by the Engineer. C. Ensure compacted fills are tested before proceeding with placement of surface materials. 1.04 SAMPLES Not Used. 1.05 PROTECTION A. Protect trees, shrubs and lawn areas to receive planting, rock outcropping and other features remaining as part of final landscaping. B. Protect bench marks and existing structures, roads, sidewalks, paving and curbs against damage from vehicular or foot traffic. C. Protect excavations by shoring, bracing, sheet piling, underpinning, or by other methods, as required to prevent cave-ins or loose dirt from falling into excavations. 08/12 02221-1 11-4179 D. Underpin or otherwise support adjacent structure(s) which may be damaged by excavation work. This included service lines and pipe chases. E. Notify the Engineer of any unexpected subsurface conditions. Discontinue work in the area until Engineer provides notification to resume work. F. Prevent washing or piping of soils during dewatering procedures, provide turbidity control. G. Saw cut trench edges to protect adjacent concrete and asphalt. H. Maintain site to prevent erosion or sediment transport from the site. Keep site dean and orderly, control dust and debris. PART 2 - PRODUCTS 2.01 MATERIALS A. Bed Materials: Approved granular material, minus 1 inch non-cohesive and non- plastic, free of organic matter compacted to 95% density. A minimum of 4-inches of bedding material, measured from bottom of bell to natural earth, shall be used. Bedding material shall support pipe as shown on the drawings. B. Selected Backfill: After pipe joints have been inspected and given preliminary approval, and sufficient time has elapsed for setting of joints if necessary, backfilling shall be performed by hand, together with tampering, until fill has progressed to an elevation at least one foot above the top to the pipe bell. During this initial stage of backfilling, approved granular minus 2-inch materials free from lumps, clods, or muck shall be deposited in layers of approximately 6-inches thick and compacted by hand or with manually operated machine tampers actuated by compressed air, or other suitable means. Tamps and machines shall be suitable for the work, and subject to the approval of the Engineer. C. Backfill Material: Excavated material, free from roots, muck, organic material, rocks larger than 4 inches in size, building debris or other deleterious materials. D. Fill Under Landscaped Areas: Free from alkali, salt, and petroleum products. Use subsoil excavated from site only if conforming to specified requirements. PART 3- EXECUTION 3.01 PREPARATION AND LAYOUT A. Establish extent of excavation by area and elevation. Designate and identify datum elevation. B. Set required lines and levels C. Maintain bench marks, monuments and other reference points. 08/12 02221-2 11-4179 3.02 UTILITIES A. Before starting excavation, field establish the location and extent of underground utilities occurring in the work area and have utilities marked in the field. B. Notify the Engineer if utility lines which are in the way of excavation are uncovered. C. Protect active utility services uncovered by excavation. D. Remove abandoned utility service lines from areas of excavation. Cap, plug, or seal such lines and identify at grade. E. Accurately locate and record abandoned and active utility lines on project record documents. 3.03 TRENCHING A. Ensure trenching does not interfere with normal 45-degree bearing splay of any foundation. B. Excavate in accordance with lines and grades. C. Cut trenches sufficiently wide to enable proper installation of services and to allow for inspection. Trim and shape trench bottom and leave free of irregularities, lumps and projections. Trenching shall comply with Florida and Federal safety requirements. D. Do not disturb soil within branch spread of existing trees or shrubs that are to remain. If it is necessary to excavate through roots, perform work by hand and cut roots with a sharp axe. E. When complete, request the Engineer to inspect excavations. Correct unauthorized excavations as directed, at no cost to Owner. F. Remove excess or unsuitable excavated sub-soil from site. G. Saw cut asphalt and concrete before excavation of pavements. 3.04 DEWATERING A. Keep trenches dry. Provide necessary equipment including pumps, piping and temporary drains. B. Do not discharge drainage water lines into municipal sewers without municipal approval. Ensure water discharge does not contain silt held in suspension, provide turbidity control. C. Direct surface drainage away from excavated areas. 08/12 02221-3 11-4179 D. Control the grading in and adjacent to excavations to prevent water running into excavated areas or onto adjacent properties or public thoroughfares. E. Furnish and operate suitable pumps on a 24-hour basis to keep excavations free of water until piping has been placed and backfilling has been completed. F. No water shall be allowed to rise over masonry or mortar until the concrete or mortar has set at least 24 hours. 3.05 BACKFILLING A. Do not start backfilling until piping has been inspected. B. Ensure trenches are free of building debris, muck, wood, rocks, over 2-inches in diameter and water. C. Backfill systematically and as early as possible to allow maximum time for natural settlement and compaction. D. After backfill has reached a point one foot above the top of the pipe, a variation in the procedure as to manner of placing and amount of compaction of fill will be allowed, depending upon the location of the work and danger from subsequent settlement, as follows: 1. For backfilling in unimproved areas (along utility easements and in parkway strip beyond the edge of driveways and graveled parking areas): From an elevation of one foot above top of pipe to the surface of the ground, backfill may be deposited by backhoe, bulldozer, or other suitable equipment. Depositing in 12-inch layers and compacting to 95% minimum density in accordance with AASHTO T-99. All surplus excavated materials shall be disposed of by the Contractor at his expense unless otherwise directed by the Engineer. 2. For backfilling beneath driveways and parking areas, alleys, and streets where non-rigid type surfacing is to be replaced: This shall also include dirt, gravel or cinder driveways and alleys a. The backfill material shall be carefully deposited in uniform layers not to exceed 6 inches in thickness, and each layer shall be compacted to 98% in accordance with AASHTO T-180 with manually-operated machine tampers. b. If, in the opinion of the Engineer, the excavated material can be satisfactorily compacted by water jetting, this method may be used. The jetting operation shall be approved by the Engineer. c. In lieu of the foregoing compaction method, the backfill material and procedure used may be that as specified under method 3, below. 3. For backfilling across and beneath driveways, sidewalks, parking areas or streets where a rigid-type paving is to be replaced (concrete and asphaltic concrete and brick surfaces): a. All backfill material shall be approved granular material of high weight and density. The material shall be carefully deposited in uniform layers not to exceed 6 inches thick (loose measure), and 08/12 02221-4 11-4179 each layer shall be compacted by ramming or tamping with tools approved by the Engineer in a manner that does not disturb the pipe. Where necessary, granular base material of the type and thickness specified shall be used for the last layer prior to surfacing. b. In lieu of remaining or tamping in 6-inch layers, the approved granular backfill may be placed in one operation and water-jetted. The jetting operation shall be as approved by the Engineer. c. Backfill materials shall be compacted to a minimum of 98% of maximum density in accordance with AASHTO T-180. 3.06 MEASUREMENT AND PAYMENT A. No separate compensation shall be made for excavation, bedding, disposal of excess materials and backfill. Work shall be paid for as part of the lump sum price for each pump station. B. OSHA Trench Safety Compliance: This item shall be used to pay for use of trench box or other approved means to comply with CS/HB 3183, Florida Trench Safety Act and OSHA Trench Safety Standards, to protect works where the excavation exceeds 5 feet in depth. Measurement and payment shall be part of a lump sum amount for the pump station installation. END OF SECTION 08/12 02221-5 11-4179 SECTION 02223 EXCAVATION BELOW NORMAL GRADE AND GRAVEL REFILL PART 1 -GENERAL 1.01 SCOPE OF WORK A. If in the opinion of the Engineer, the material at or below the normal grade of the bottom of the trench (0.7 feet below the invert of the pipe) is unsuitable for foundation, it shall be removed to the depth directed by the Engineer and replaced by drain rock, as specified in Section 02221 - Trenching, Bedding, and Backfill for Pipe. B. It shall be the Contractor's responsibility to provide trench safety systems such as sheeting and bracing in accordance with state and local regulations. 1.02 RELATED WORK A. Section 02221: Trenching, Bedding and Backfill for Pipe. PART 2 - PRODUCTS 2.01 MATERIALS A. Drain rock shall be 3/4 inch washed and graded limerock. The rock shall be graded so that 99% will pass a 3/4 inch screen and 80% will be retained on a No. 8 screen. Material meeting the Florida Department of Transportation Standard Specifications for No. 57 stone shall be acceptable. PART 3 - EXECUTION 3.01 EXCAVATION AND DRAINAGE A. Whatever the nature of unstable material encountered or the groundwater conditions, trench drainage shall be complete and effective. B. If the Contractor excavates below grade through error or for his own convenience, or through failure to property dewater the trench, or disturbs the sub-grade before dewatering is sufficiently complete, he may be directed by the Engineer to excavate below grade as set forth in the preceding paragraph, in which case the work of excavating below grade and finishing and placing the refill shall be performed at his own expense. 3.02 REFILL A. If the material at the level of trench bottom consists of fine sand or sand and silt which may work into the drain rock prohibiting effective drainage, the sub-grade material shall be removed to the extent directed and the excavation refilled with coarse sand, or a mixture graded from coarse sand to fine pea-stone, to form a filter layer preserving the voids in the gravel bed of the pipe. The composition and 08/12 02223-1 11-4179 gradation of gravel shall be approved by the Engineer prior to placement. Gravel shall be placed in 6 inch layers thoroughly compacted to 90 percent of maximum standard proctor density. If directed by the Engineer, drain rock shall be used for refill of excavation below grade. END OF SECTION 08/12 02223-2 11-4179 SECTION 02510 WALKWAYS PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, materials and equipment necessary to complete all walkways and related items shown in the drawings and specified herein. 1.02 REFERENCES A. All materials and methods of construction shall conform to the requirements of the "Florida Department of Transportation, Standard Specifications for Road and Bridge Construction". 1.03 SUBMITTALS A. Submit to the Engineer, as provided in the General Conditions, shop drawings showing dimensions and layouts of sidewalks and reinforcement for concrete work. PART 2 - PRODUCTS 2.01 MATERIALS A. Concrete Materials: 1. Concrete for work under this section shall be no less than 2500 psi at 28 days. 2. Reinforcing bars shall be deformed type bars conforming to AASHTO M31 Grade 40 or 60. All reinforcing steel shall be shop fabricated, of size, cross-section and arrangement as described on approved shop drawings. 3. Welded wire fabric shall be as shown on the drawings and shall conform to all requirements of AASHTO M55. 4. Expansion joint material shall be 1/2 inch or 3/4 inch thickness where shown, bituminous type meeting AASHTO spec. M-213-65. 5. Joint sealant shall be hot poured rubber confirming to Fed. Spec. SS-S-164. B. Base Course Material: 1. Base course material shall be graded aggregate conforming to the FDOT. PART 3 - EXECUTION 08/12 02510-1 11-4179 3.01 INSTALLATION A. Sub-grade shall be thoroughly compacted as specified in Division 2. B. Forms shall conform to the shapes, lines and dimensions of the members as called for on the plans and shall be substantial and sufficiently tight to prevent leakage of mortar. They shall be properly braced or tied together so as to maintain position and shape. C. Finishing: 1. Float concrete until 1/4-inch cement gel is brought to surface; steel trowel until dense surface is obtained. 2. Finish with broom at right angles to alignment of work, then round all exterior edges with 3/4-inch radius after brooming. D. Curing: 1. Cover walks with sand, sawdust or shavings and keep wet for three (3) days. 2. Cover walks until final clean-up to prevent damages. 3. Other methods of curing may be used subject to approval of the Engineer prior to implementation. E. Concrete walks shall be constructed to lines, widths, grades and thickness as shown on the Drawings, but sloped not less than 1/8-inch per foot in direction of water flow. Concrete shall be placed on thoroughly compacted subgrade, having smooth surface and kept moist until time concrete is placed. 1. Isolation joints shall be installed at all intersections with other walks, at head and bottom of steps, curbs and maximum 12-foot O.C. in runs. Expansion material shall be 1/2-inch thick, but not less than 1/4-inch, by depth of concrete; 3/4-inch thick were abutting curbs and gutters, and at parking bays. Expansion material shall extend from bottom of walk slab to within 1/2-inch of top, to be filled with poured joint filler. 2. Dummy groves shall be 1/2-inch x 1/2-inch having 1/2-inch aprons. F. Local conditions, codes and practices shall govern all drive cuts and aprons. 3.02 CLEANUP A. At the completion of the work, Contractor shall clean up all scraps, rubbish and surplus materials caused by this work and haul them away from the site and leave job in a neat, clean and orderly condition. END OF SECTION 08/12 02510-2 11-4179 SECTION 02512 CONCRETE PAVING AND SURFACING PART 1 —GENERAL 1.01 WORK INCLUDED A. Finish all labor, materials, equipment and incidentals required to place Portland cement pavement and surfacing in accordance with the grades and typical section shown on the drawings and as specified herein. 1.03 REFERENCES A. ACI 325 Design of Concrete Pavements B. ASTM C31 Making and Curing Concrete Test Specimens in Field C. ASTM C143 Slump of Portland Cement Concrete D. ASTM C94 Ready-Mix Concrete E. ASTM C39 Compressive Strength of Cylindrical Concrete Specimens 1.04 SUBMITTALS A. Materials shall be furnished from sources of supply approved by the Engineer. Contractor to submit ' Proposed Paving Construction Plan", which shall show the concrete paving joint types and locations and shall include a statement of proposed sequence and schedule of paving operations with a brief description of motorized paving equipment if applicable. Proposed joint layout plan shall be submitted to Engineer seven (7) days prior to commencement of paving operations. Unless the Contractor is notified of required changes by the Engineer prior to the scheduled paving commencement date the '"Proposed Paving Construction Plan" will be considered accepted and approved. PART 2 — PRODUCTS 2.01 MATERIALS A. Forms: Use forms of either steel or wood, of size and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal. Use forms that are straight and free of distortion and defects, extending the full depth of form radius bends as required. Coat forms with a form release agent that will not discolor or deface the surface of the concrete. B. Joint Material: Provide premolded joint filler for expansion (isolation)joints. C. The use of curing compound will not be allowed. Concrete curing shall be in conformance with Part 3. 2.02 CONCRETE MIX, DESIGN AND TESTING 08/12 02512-1 11-4179 A. Comply with the applicable requirements of "CONCRETE" Section in the specifications and as herein specified. Concrete supplier may submit his own plant design mix for approval provided the mix has a record of proven performance acceptable to the Architect or Engineer and can be substantiated by satisfactory supporting data. Concrete mix shall produce standard-weight concrete with the following properties to be verified by the use of the appropriate listed test methods: Compressive Strength : 3000 psi at 28 days - tested according to ASTM Designation C31 (AASHTO T23) Slump Range: 3-4 inches - tested according to ASTM Designation C143 9AASHTOT119) PART 3 - EXECUTION OF WORK 3.01 INSPECTION A. Examine the areas and conditions under which concrete paving is to be installed. Notify the Architect or Engineer of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until all unsatisfactory conditions have been corrected. 3.02 SUBGRADE PREPARATION A. Remove loose material from the subgrade. Subgrade must be compacted to a density of at least 98% of the maximum density as determined by AASHTO T180 before placing concrete. Do not begin paving work until the subgrade is brought to grade and fully prepared, clean and ready to receive paving. Just prior to placing concrete, moisten subgrade as required to provide a uniform dampened surface at the time concrete is placed. 3.03 FORM PLACEMENT, CONSTRUCTION AND UTILIZATION A. Set forms to the required grades and lines to allow continuous progress of the work. Clean forms after each use and coat with form release agent as often as required to ensure separation from concrete without damage. Instead of using fixed forms, the Contractor may place concrete with a slipform paver designed to spread, consolidate, screed, and float-finish the freshly placed concrete in one complete pass of the machine. The slipform paver shall be operated with as neatly a continuous forward movement as possible and all the operations of mixing, delivering, and spreading concrete shall be so coordinated as to provide uniform progress with stopping and starting of the paver held to a minimum. The subgrade and slipform paver track area shall be brought to proper grade and cross section by means of a properly designed and operated machine. Disturbed grade shall be properly recompacted . If any traffic is allowed to use the prepared grade, the grade shall be checked and corrected immediately ahead of placing the concrete. 3.04 CONCRETE PLACEMENT A. Ready-mixed concrete shall be mixed and transported in accordance with the current Specification for Ready mixed Concrete ASTM Designation C94. Comply with the applicable requirements of "CONCRETE" Section in the specifications 08/12 02512-2 11-4179 and as herein specified. Moisten subgrade as required to provide a uniform dampened condition at the time concrete is placed. Do not place concrete around manholes or other structures until they have been brought to the required grade and alignment. Concrete shall be deposited and consolidated in such a manner as to prevent the formation of voids or honeycomb pockets, however, do not overconsolidate concrete so as to cause segregation of aggregate in concrete. Consolidate with care to prevent dislocation of joint devices. Deposit and spread concrete in a continuous operation. 3.05 JOINT CONSTRUCTION A. Construct expansion (isolation), construction (weakened-plane) and construction joints true to line with face perpendicular to surface of the pavement as shown on approved Paving Construction Plan. Joints shall be provided in both the longitudinal and transverse contraction joints shall be fifteen (15) feet. On radius sections, maximum joint spacing shall be twelve (12) feet as measured along the longest edge of the curve. 1. Contraction (Weakened-plant) joints: Provide contraction joints for a depth not greater than one-fourth (1/4) nor less than one-fifth (1/5) the pavement thickness. Contraction joints must be continuous across the slab unless interrupted by a full depth joint filler and must extend completely through any integral curbs. Contraction joint alignment may be skewed or warped where necessary to reach points of stress concentration. Contraction joints are to be constructed at the Paving Subcontractor's option as follows: a. Sawed Joints: Form contraction joints using saws equipped with shatterproof abrasive or diamond rimmed blades. Cut joints into concrete paving as soon as the surface will not be raveled or otherwise damaged by the cutting action. Joints must be completed between four (4) and eighteen (18) hours after paving has been placed. b. Premolded Inserts: Use embedded strips of premolded filler joint material embedded while concrete is still in the plastic state. Premolded filler must be flush with the surface of the concrete paving. c. Hand-formed: Contraction joints may be installed in the concrete paving with the use of a mason's hand groover utilized while the concrete is in the plastic state. Hand groover must be of sufficient depth to leave a finished joint greater than "015 and less the "0"/4. Hand-formed joints must have a radius along the joint edge equal to Y. inch. 2. Construction Joints: Place full depth construction Joints at the end of concrete pours and at locations where placement operations are stopped for a period of thirty (30) minutes or more except where such pours terminate at expansion joints. 3. Expansion (Isolation) Joints: Provide Expansion Joints to isolate fixed objects abutting or within the paved area. They must contain premolded joint filler for the full depth of the paving slab. 3.06 FINISHING 08/12 02512-3 11-4179 A. Perform concrete finishing using machine and hand tools as required. Adding water to the surface of the concrete to assist in finishing operations shall not be permitted. A uniform gritty non-slip finish shall be provided by brushing the surface with a stiff-bristled broom or by dragging a "burlap drag" over the surface just before the water sheen disappears. 3.07 CURING A. Concrete shall be cured by protecting it against loss of moisture and mechanical injury for at least three (3) days after placement. Cover concrete with burlap, sawdust or shavings and keep wet. Cover concrete until final clean-up to prevent damage. 3.08 PAVING PRECAUTIONS A. Form offsets that are used at radius points to provide continuity in paving operations should be at least one (1) foot in order to avoid slivers of concrete that may be broken off. B. Construction traffic shall not use the area designated for passenger car parking. END OF SECTION 08112 02512-4 114179 SECTION 02513 ASPHALTIC CONCRETE PAVING PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish all labor, materials, equipment and incidentals required and place asphaltic concrete pavement in accordance with the grades and typical sections shown on the Drawings and as specified herein. 1.02 RELATED WORK A. Section 01030: Special Project Procedures 1.03 SUBMITTALS A. Submit shop drawings as specified in Section 01340. PART 2 - PRODUCTS 2.01 MATERIALS A. The limerock base shall consist of grade No. 2 Miami Oolite limerock as specified by the Florida Department of Transportation. B. The material used for the prime coat shall conform to the Florida Department of Transportation Specifications for primer to be used on Miami Oolite limerock base. C. Bituminous material for tack coat shall meet the standard specifications of the Florida Department of Transportation for the grade used and may be any suitable grade of R.C. D. The materials of the asphaltic concrete surface shall conform with applicable sections of Florida Department of Transportation Specifications for Asphaltic Concrete Surface Course. E. The paint used for parking and traffic stripes shall be yellow traffic paint which shall be of a type approved by the Florida Department of Transportation under their Specifications for Traffic paint (Sec. 971-12.3 in 1977 Edition), Code T-2. PART 3 - EXECUTION 3.01 INSTALLATION A. The subgrade preparation shall comply with the requirements of Section 160 of the Florida Department of Transportation Specifications. All soft and yielding material and other portions of the subgrade which will not compact readily shall 08/12 02513-1 11-4179 be removed and replaced with suitable material and the whole subgrade brought to line and grade and to a foundation of uniform compaction and supporting power. The cost of removing and replacing unsuitable material shall be included in the bid for the paving. B. The top 12 inches of the subgrade, in both cut and fill sections, shall be compacted to a density of not less than 98 percent of the maximum density as determined by the AASHTO Method T-180. If shown on the Drawings, compact subgrade to a Florida Bearing Value of 75 psi. Unless the subgrade material at the time of compacting contains sufficient moisture to permit proper compaction it shall be moistened as necessary and then compacted. Subgrade material containing excess moisture shall be permitted to dry to the proper consistency before being compacted. The subgrade shall be shaped prior to making the density tests. The required density shall be maintained until the base or pavement has been laid or until the aggregate materials for the base or pavement course have been spread in place. C. The minimum compacted thickness of the limerock base shall be 12 inches applied in three layers of equal depth unless otherwise shown on the Drawings. The width of the limerock base shall be 3 feet wider than the pavement, 1-1/2 ft. on each side. D. Before the prime coat is applied, all loose material, dust, dirt or other foreign material which might prevent bond with existing surface shall be.moved to the shoulders to the full width of the base by means of revolving brooms, mechanical sweepers, blowers, supplemented by hand sweeping or other approved methods. The glazed finish shall have been removed from the base. The prime coat shall be applied by a pressure distributor so that approximately 0.1 gallons per square yard is applied uniformly and thoroughly to a clean surface. E. Prior to the application of the surface course, all loose material, dust, dirt and all foreign material which might prevent proper bond with the existing surface shall be removed to the full width of the repair by means of approved mechanical sweepers and supplemented by hand sweeping if required. F. Apply bituminous tack coat at a rate between 0.08 and 0.10 gallons per square yard. Bituminous material shall be heated as per manufacturers recommendations. G. All manhole castings, valve boxes or other utility castings within the area to be surfaced shall be adjusted to the proposed surface elevation by the Contractor. The work shall be accomplished in such a manner as to leave the casting fixed permanently in its correct position. 3.02 PAVEMENT REPAIR A. All damage to pavement as a result of the work (construction or maintenance) under this contract shall be repaired according to the plans and specifications at the Contractor's cost. Pavement shall be repaired to match the original surface material and original grade, however, the asphalt concrete thickness shall not be less than 1 inch. The repair shall include the preparation of the subgrade, the 08/12 02513-2 11-4179 • placing and compacting of the limerock base, the preparation and priming of the base, the placing and maintaining of the surface treatment, all as specified herein and as shown on the Drawings. B. The width of all repairs shall extend at least 12 inches beyond the limit of the damage or as shown on the Drawings. The edge of the pavement to be left in place shall be saw cut to a true edge and should provide a clean edge to abut the repair. The line of the repair shall be reasonably uniform with no unnecessary irregularities. 3.03 TESTING A. The Contractor shall have and pay for density, soil bearing, materials and such other tests performed as it may deem necessary. The Contractor shall'fully cooperate with the testing agency. Should any test indicate that any portion of the materials or workmanship does not comply with these Specifications, a retest shall be performed at the Contractor s expense. If the retest confirms the first test, that portion of the work shall be removed and replaced or reworked at no additional cost to the Owner until satisfactory compliance is attained. 3.04 PARKING AND TRAFFIC STRIPES A. The Contractor shall paint the stripes indicated on the Drawings. The paint shall be applied in strict accordance with printed specifications of the manufacturer of the paint being applied, and the latest Florida Department of Transportation Standard Specifications. Unless otherwise indicated the width of stripes shall be 6". END OF SECTION 08/12 02513-3 11-4179 SECTION 02514 PAVERS A. General: 1. Furnish and install brick pavers and bedding material manufactured to ASTM standards. 2. Other necessary elements of this type of paving, such as edge restraints, base and subbase material are not covered in this section. 3. Submittals: For brick pavers, furnish full size samples to the engineer for approval prior to beginning placement. Provide the engineer with a certification that the brick pavers meet the requirements of this specification. In addition, for all pavers submit a certified sieve analysis for gradation comparing results of the bedding and joint sand with the requirements of ASTM C 33. B. Materials: 1. For installations on roadways and commercial driveways, provide pavers meeting the requirements of ASTM C 1272 and having a minimum thickness of 3 1/8 inch. 2. For installation on sidewalks and medians provide pavers meeting the requirements of ASTM C 902 and having a minimum thickness of 2 3/8 inch. 3. Bedding and joint sand will be clean, non-plastic bedding sand, free from deleterious or foreign matter, natural or manufactured from crushed rock. 4. Ensure the bedding and joint sand meets the grading requirements of ASTM C 33 Standard Specification for Concrete Aggregate. C. Installation: 1. Spread the bedding material evenly over the base course and screed to plan thickness, not to exceed 1 1/2 inch. Do not disturb the screeded bedding material. ensure placement of sufficient bedding material to stay ahead of the laid brick pavers. Do not use bedding material to fill depressions in the base course. 2. Lay brick pavers in the pattern(s) to match existing pattern and maintain straight pattern lines. 3. Joints between the brick pavers, on average, will be between 1/16 to 3/16 inch wide. 4. Fill the gaps at the edges with cut or edge pavers. 08/12 02514-1 11-4179 5. Compacting bedding and joint sand: a) Use a low amplitude vibrator capable of 5,000 foot-pounds with 7- 100 hZ frequencies to vibrate and compact brick pavers into bedding sand. b) Vibrate the pavers, sweeping dry joint sand into the joints and vibrating, until the joints are full. Do not vibrate within 3 feet of the unrestrained edges of brick pavers. c) At the end of each day, all work within 3 feet of the laying face must be left fully compacted, with sand-filled joints. d) Sweep off the excess sand. 6. Leave a final surface elevation of brick pavers of 1/8 to '/4 inch above adjacent drainage inlets, concrete collars or channels. 7. Do not permit the final surface of pavers to deviate more than 3/8 inch under a 10 foot long straightedge, or more than 1/8 inch between adjacent pavers. END OF SECTION 08/12 02514-2 11-4179 SECTION 02580 PAVEMENT MARKINGS AND SIGNING PART 1 -GENERAL 1.01 SCOPE A. The Contractor shall supply all labor, equipment, materials and incidentals necessary to install pavement markings and signing in accordance with the plans and the following specifications. 1.02 REFERENCED SPECIFICATIONS, CODES AND STANDARDS A. Manual on Uniform Traffic Control Devices, latest edition B. FDOT Design Standards, latest edition C. FDOT Standard Specifications for Road and Bridge Construction, latest edition PART 2 - PRODUCTS 2.01 MATERIALS A. Paint shall be , Sherwin-Williams "Pro-Mar" Traffic Marking Paint, series B29 or Glidden Traffic paint#63228, or approved equal. B. Thermoplastic traffic stripes and markings shall meet the requirements of AASHTO M249-79 (1986) and exceptions as indicated in the "FDOT Standard Specifications for Road and Bridge Construction", . PART 3 - EXECUTION A. Parking stalls shall be marked in accordance with the typical pattern indicated on the criteria drawings. Stall width and depth, and drive widths indicated are minimum and must not be reduced. Provide two (2) coats of paint, 15 mil minimum dry film thickness. B. Directional arrows shall be marked on pavement in location and of size indicated on drawings. C. Paint all precast concrete bumpers (except where used as a continuous curb). D. Paint all sitework protective guard posts beyond five (5)feet of the building. E. Entrances shall be property marked by painting directional arrows on the pavement.. END OF SECTION 08/12 025841 11-4179 SECTION 02610 PIPE AND FITTINGS PART 1 — GENERAL The work under this section of the specifications shall include the furnishing and installation of all materials needed for the piping systems as shown on the drawings. 1.01 WORK INCLUDED A. In general, the work under this section shall include, but is not limited to, furnishing and installing: 1. All necessary pipe fittings, restraint system and appurtenances as detailed. B. The work shall also include the furnishing of all labor, materials, equipment, lights, transportation, and performing all operations necessary for the proper placement of pipe, fittings and valves in accordance with the specifications, as shown on the drawings, and directed by the Engineer. 1.02 RELATED WORK A. Section 01340: Shop Drawings, Product Data and Samples 1.03 QUALITY ASSURANCE A. Where local building and/or plumbing code conflict with the use of any material, pipe or type of fitting and/or where the local code is more restrictive or specific than this specification, the material, pipe or type of fittings producing a better quality or greater quality product and not prohibited by the code shall be utilized. B. Supplier shall provide manufacturer's certificates for all materials indicating conformance to these specifications. C. Supplier shall also provide certification that all testing/inspection required by this specification and referenced standards have been made on all pipe and fittings shipped and that they meet the required specifications. Any detectable leaks during testing shall be corrected. 1.04 REFERENCES A. AASHTO American Association of State Highway and Transportation Officials B. ANSI American National Standards Institute C. ASTM American Society for Testing and Materials 08/12 02610-1 11-4179 D. AWWA American Water Works Association E. ASME American Society for Mechanical Engineers F. AWS American Welding Society G. DIPRA Ductile Iron Pipe Research Association H. FS Federal Specification NFPA National Fire Protection Association J. NSF Natural Sanitation Foundation K. SSBE Southern Standard Building Code L. WPCF Water Pollution Control Federation 1.05 CONNECTION TO EXISTING WORK BY OTHERS OR EXISTING LINES A. Connection to existing lines, to which piping of this Contract must connect, the following work shall be performed. 1. Confirm or determine end connection, pipe material dimensions and diameter. 2. Furnish and install appropriate piping, couplings and make proper connections. 3. Maintain sewage system service. 1.06 SUBMITTALS A. Submit to the Engineer within ten (10) days after execution of the Contract, shop drawing, a list of materials to be furnished, the names of the supplier and the date of delivery of materials to the site. B. All ductile-iron pipe and fittings to be installed under this Contract shall be inspected and tested at the foundry as required by the standard specifications to which the material is manufactured. Furnish in duplicate to the Engineer sworn certificates of such tests and their results. In addition, all ductile-iron pipe and • fittings to be installed under this Contract may be inspected at the foundry laboratory. The manufacturer's cooperation shall be required in these inspections. C. Shop drawings including layers shall be submitted to the Engineer for approval in accordance with General Conditions and Section 01340 and shall include dimensioning, methods and locations of supports and all other pertinent technical specifications for all piping to be furnished. D. Concrete mix to be submitted for approval. PART 2 - PRODUCTS 08/12 02610-2 11-4179 2.01 PIPE MATERIAL A. Ductile Iron Pipe: 1. Ductile iron pipe shall be centrifugally cast in metal or sand-lined molds and shall conform to ANSI/AVWVA C151, A21.51, most recent revision; pressure Class 350 shall be used. Flanged pipe shall be thickness Class 53. 2. Type of Joints a. Mechanical Joint —ANSI/AVVWA C110 A21.10 AND C111 A21.11. b. Flanged Joint—ANSI/AVWVA C110 A21.10 OR C115 A21.15. B. PVC Pipe: 1. Plastic pipe shall be rigid, unplasticized, polyvinyl chloride (PVC) pipe and shall be in accordance with ASTM D-1784 and ASTM D-1785, ASTM 1120 or in conformance with AWWA C-900, Class 150 psi, and as manufactured by Celanese Piping Systems, Chemtrol Division,. Cabot Company., or approved equal. 2. The pipe shall be suitable for field cutting, welding, bending and coupling and shall be Schedule 80 unless otherwise shown on the drawings and of the sizes as shown on the Drawings. 3. All pipe shall be bundled or packaged in such a manner as to provide adequate protection for the ends, threaded, or flanged, during transportation from the manufacturer. 2.02 FITTINGS A. Ductile Iron Fittings: Fittings shall be as shown on the drawings and/or shall conform to the following. 1. Mechanical Joint Fittings — ANSI/AVVWA C153 A21.53 or ANSI/AVWVA C111 A21.11. 2. Push-On Pipe Fittings — Use mechanical joint fittings, ANSI/AWWA C153 A21.53 or ANSI/AWWA C110 A21.10. 3. Flanged Fillings —ANSI/AVVWA C110 A21.10. 4. Screwed Fittings—ANSI/AVWVA C110 A21.10. 5. Fittings shall be lined and coated in accordance with 2.018 Pipe Linings and Coatings. 6. Bolts shall be 316 stainless steel. 7. Ductile iron pipe installation shall conform to AWWA C600 latest edition. PART 3 - EXECUTION 08/12 02610-3 11-4179 3.01 PREPARATION A. The layout of some of the piping systems shown on the drawings may be diagrammatic, but shall be followed as closely as the work will permit. The Contractor shall field verify the location and size of existing pipe utilities. B. Before running lines, the Contractor shall carefully verify location, type of joint needed and size of pipe to which connection is proposed. He shall then assure himself that the lines can be run as contemplated without interfering with footings, walls, other piping, and utilities etc. Any necessary deviation shall be referred to the Engineer for final adjustment before installation. C. All lengths of pipe shall be dimensioned accurately to measurement established at the site, and shall be worked into place without springing or forcing. Cut sections of pipe shall be reamed to remove all burrs. D. Utmost care shall be exercised in loading, and placed of all pipe, fittings, valves, etc., in order to avoid shock and/or damage. Lifting shall be by hoist or skids when hand lifting is not feasible. Dropping will not be permitted. Pipe handled on skidways must not be skidded or rolled against pipe already on the ground. E. Any pipe, special castings, or other appurtenances broken or damaged in transit to the site where they are to be used, or after they have been delivered to the site, shall be replaced by the Contractor at his own expense. F. All pipes and special castings shall be carefully examined for defects, and no pipe or special casting shall be laid where is known to be defective. If any such pipe or special casting shall be discovered to be defective after being laid, it shall be removed and replaced with a sound casting by the Contractor at his own expense. G. The Contractor shall cut all pipe and drill all holes that may be necessary, whenever and wherever so required. This work shall be done in a thorough and workmanlike manner. H. The pipe shall be kept clean. All foreign material shall be removed from the inside of the pipe before it is placed. 3.02 INSTALLATION OF PIPING A. Lines, Grades, Stakes and Templates: 1. The Contractor shall, at his own expense, furnish all templates, patterns, platforms, and labor that may be required in the layout of any part of the work. 2. The Engineer will furnish, upon request by the Contractor, limit marks and bench marks reasonably necessary for the execution of the work. 3. The Engineer will furnish a representative to check alignment and grade after it has been laid out ready for construction; however, this will in no way lessen the responsibility of the Contractor to maintain correct grade and alignment at all times. 08/12 02610-4 11-4179 4. The line and grade of all piping, as well as the location of all appurtenances, will be shown on the drawings, or as directed by the Engineer. 5. The Contractor shall give the Engineer and the City a minimum of forty- eight hours notice for any engineering or inspection necessary to continue or complete the work. B. Excavation, Bedding, and Backfill: Excavation, bedding and backfill shall conform to Section 02221 of these specifications. 3.03 TESTS A. The system shall be pressure tested. . END OF SECTION 08/12 02610-5 11-4179 08/12 03100-1 11-4179 SECTION 03305 PORTLAND CEMENT CONCRETE PART 1- GENERAL 1.01 DESCRIPTION A. This Section specifies normal Portland cement concrete, including materials, proportioning, batching, mixing, delivering and testing. B. Portland cement concrete shall be composed of Portland cement, fine aggregate, coarse aggregate,and water,with admixtures as approved, proportioned and mixed as specified herein. C. Classes of Concrete: 1. Classes of concrete are designated by a numeral indicating the minimum 28-day compressive strength in pounds per square inch as determined by ASTM C39. 2. Each class of concrete may consist of one or more mixes determined by the maximum size and type of aggregate, cement factor and types of admixtures or special aggregates used. Types shall not be varied within a given structural element. 3. Each mix within a class will require approval of the design mix prior to use. 1.02 DESIGN CRITERIA: A. Normal Portland Cement Concrete: 1. General requirements: a. Concrete mixes shall have a minimum water content per cubic yard of concrete consistent with required slump, a cement content corresponding to the 03305-1 appropriate water-cement ratio, the Specified maximum size of coarse aggregate, and the required percentage of fine aggregate. Design mixes shall be as recommended by ACI 211.1 and ACI-301 for normal weight concrete. However following limits shall govern the concrete mix design over and above ACI requirements. b. Air entrainment - 4 + 1 % - use vinsol resin type air-entraining Agents. The design mixes for each class of concrete used shall be as determined by the Contractor through an approved design 08/12 03305-1 11-4179 laboratory and accepted by the Engineer to produce the results as specified herein. c. For each class of concrete there shall be as many design mixes as there are different combinations or types of ingredients anticipated to cover the requirements of the work. Each concrete mix shall be submitted to the Engineer for approval. d. Admixtures shall not contain more than 0.5% chlorides or Thiocynates. e. Use Chloride-free superplasticizers type G(Sulphonated Naphthalen type) in accordance with ASTM C494 as required to achieve a workable concrete mix. f. Weight of normal weight concrete shall not be less than 138 pounds per cubic foot. g. Add hardener in concrete for slab on Grade and roof top secondary concrete topping slab. h. Concrete used in FDOT R/W shall comply with the FDOT Standard Specifications for Road and Bridge Construction (current edition). 2. Strength: Design concrete mixes based on the required over-design factor according to ASTM C94, and assuming a coefficient of variation equal to 15. Contractor shall be responsible for submitting the concrete mix design for Engineer/Architect approval. Design each class of concrete so that not more than 5 percent of the strength tests will have values less than specified strength, and the average of any three consecutive strength tests will be equal to or greater than the specified strength. Minimum Max. Water/ Minimum Maximum Compressive Cement Ratio Cement Slump Strength at (lbs/lbs) Factor (lbs (Inches) 28 days- (lbs per Class of cubic yard Concrete of Concrete) 4500 0.40 610 4 inches 'May be increased by 1 inch if proper method of consolidation is used and approved by the Engineer. 1.03 QUALITY ASSURANCE: A. Design Mix: 08/12 03305-2 11-4179 1. Once a design for any class of concrete is accepted, it shall not be varied as to source, quantity, grading of materials, proportioning, or in any other way. 2. Proposed changes shall be accomplished by preparing and having approved a new design mix as specified above. • 3. Determine the chloride content of the component concrete materials, excluding admixtures for concrete and provide this information to the Engineer when submitting mix design. Design mixes will not be approved when the sum of chloride content of component materials indicates that the concrete mix derived from those materials will have a chloride content exceeding 0.40 pound per cubic yard of concrete. When the source of any component material for the concrete is changed or when the design mixes is altered, a chloride content determination test shall be made immediately. Resubmit the altered design mix for approval by the Engineer. B. Sampling and Testing: Concrete ingredients will be sampled prior to use and tested in accordance with the methods specified. Subsequently, materials will be tested as often as necessary to verify that the materials conform to the specifications and that quality of product is maintained. C. Slump: Quantity of water in concrete shall be based upon w/c ratio and slump described in 1.02-A-2. Add super plasticizers to achieve the workable slump described below. Vibrated Placing 1. Concrete slab on grade 0 to 6 inches 2. Unreinforced concrete other 0 to 6 than above inches 3. Reinforced concrete (U.N.O.) 5-1/2 inches 4. Reinforced concrete deck 5 inches 5. Concrete placed by pumping 1 to 6 inches D. Air Entrainment: The entrained air content shall be 6 + 1%. 1.04 SUBMITTALS: In accordance with Division 1, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, submit the following: A. Design Mixes: Design mixes for each class of concrete indicating that the concrete ingredients and proportions will result in a concrete mix meeting the requirements specified. 08/12 03305-3 11-4179 B. Hot Weather Concreting: Proposed methods for compliance with hot weather production and delivery requirements of ACI 305. C. Certificates: 1. Submit with each design mix, laboratory test reports and mill and manufacturer's certificates attesting to conformance of ingredients with specifications. 2. In case the sources, brand of characteristic properties of the ingredients need to be varied during the term of the Contract, submit revised laboratory mix report for approval. 3. Submit certification for each admixture used certifying that it is identical in Composition to the sample used for design mix approval, and is compatible with all other materials in the design mix and is contained in the current List of Approved Products of the State of Florida Department of Transportation, Office of Materials and Research. 4. Chloride determination shall be provided by the Contractor who will certify that there are no chloride contents in the concrete. Properly executed certificates showing the chloride content will be required for acceptance of any structural element constructed under these specifications. The Engineer reserves the right to monitor the chloride content through test on samples obtained by his own personnel. D. Batch Tickets: Submit a delivery ticket from the concrete supplier with each batch delivered to the site setting forth the following information: 1. Name of ready-mix batch plant. 2. Serial number of ticket. 3. Date and truck number. 4. Name of contractor. 5. Job number. 6. Specific classes or designation of concrete. 7. Quantity of concrete (cubic yards). 8. Time loaded or first mixing of cement and aggregates. 9. Water added by receiver of concrete Of any), and his initials. 10. Type and name of admixture, and amount of it. 08/12 03305-4 11-4179 11. Mixing time, or readings of revolution counter at beginning and end of mixing period. 12. Type and brand of cement and of fly ash. 13. Amount of cement, and of fly ash in pounds. 14. Total water content by producer, in pounds (or W/C ratio). 15. Maximum size of aggregate and gradation. 16. Weight of fine and coarse aggregate itemized in pounds. 17. Indication that all ingredients and mix proportion is certified as being previously approved. 18. Signature or initials of ready-mix representative. 19. Type of fly ash, and the amount of it. E. Concrete Pour Sequence Plan. Submit concrete pour sequence plan to the Engineer approval prior to start of concrete work. 1.05 DELIVERY, STORAGE AND HANDLING: A. Aggregates: 1. Transport and stockpile aggregates separately according to their sources and gradations. Handle aggregates in accordance with ACI 304R, Chapter 2, to prevent segregation and loss of fines. Do not allow contamination. 2. Do not use aggregates showing segregation, or allow the different grades to become mixed. 3. Do not use aggregates from different sources or different gradations alternately. Do not allow mixing of aggregates in stockpiles. 4. Do not transfer aggregates directly from trucks, railroad cars or barges to the proportioning bins when moisture content is such that it will affect the accuracy of the proportioning of the concrete mixture. In such case,stockpile the aggregates until a saturated surface-dry condition is obtained and maintain aggregates in such condition. 5. Do not increase moisture content or cool by the use of water, which may discolor aggregates. B. Packaged Cement: 08/12 03305-5 11-4179 1. Deliver to the mixing site in original, sealed packages, labeled with the weight, name of manufacturer, branch and type specified. Store packages in water tight enclosures. 2. Do not deliver packages varying more than three percent from the specified weight. 3. Do not use different types or brands of cement, or the same type or brand of cement from difference sources, without approval. C. Bulk Cement: 1. Store separately from packaged cement and provide protection to prevent deterioration from exposure to moisture and intrusion of foreign matter. 2. Provide facilities for sampling at the weighing hopper or in the feed line immediately before entering the hopper. 3. Do not use different types or brands of cement,or the same type or brand of cement from difference sources, without approval. PART 2 - PRODUCTS 2.01 MATERIALS: A. Portland Cement: ASTM C150; Type I, II or III. B. Admixtures and Additives: 1. Air-entraining admixtures: ASTM C260. 2. Chemical admixtures for concrete: ASTM C494, Type D. 3. Calcium chloride: The use of calcium chloride is prohibited. 4. Superplasticizers: ASTM C494. Type of super plasticizer to be recommended by the concrete manufacturer and approved by the Engineer. C. Water: Potable, from city water supplies or other sources, which are approved by a public health department. D. Concrete Aggregate: 1. The stone shall comply with the soundness requirements of A.S.T.M. C33. Soundness Tests should be made at the option of the Engineer. 2. Coarse aggregate gradation: Aggregate size 57 in accordance with 08/12 03305-6 11-4179 ASTM-C33. PERCENT BY WEIGHT OF COARSE AGGREGATE PASSING SQUARE-OPENING LABORATORY SIEVES Size No. 11/2 in. 1 in. 1/2 in. No.4 No.8 57 100 95-100 25-60 0-10 0-5 The above gradation represents the extreme limits for the various sizes indicated, which will be used in determining the suitability for use of coarse aggregate from all sources of supply. For any grade from any one source, the gradation shall be held reasonably uniform and not subject to the extreme percentages of gradation specified above. 3. Fine aggregate: Silica sand or Miami Oolitic rock screenings. a. Fine aggregate shall be free from lumps of clay, soft or flaky particles, salt, alkali, organic matter, loam or other extraneous substances. The weight of extraneous substances shall not exceed the following percentages: Material passing the No. 200 sieve 4.0 Shale 1.0 Coal and lignite 1.0 Clay lumps 1.0 Cinders and clinkers 0.5 In addition, the sum of the percentages of all materials listed in the above table shall not exceed five. b. Fine aggregate will be subjected to the colorimetric test for organic impurities, and if the color produced is darker than the standard solution, the aggregate will be rejected unless it can be shown by appropriate tests that the impurities causing the color are not of a type that would be detrimental to the concrete. Such tests shall be in accordance with AASHTO Methods T71 and M6. c. Silica sand fine aggregate shall be reasonably well graded, from coarse to fine and when tested by means of laboratory sieves, it shall meet the following requirements in percent of total weight: Total Retained On: Sieve Percent 08/12 03305-7 11-4179 No. 4 O to 5 No. 8 O to 15 No. 16 3 to 35 No. 30 30 to 75 No. 50 65 to 95 No. 100 93 to 100 The above gradation represents the extreme limits which will be used in determining the suitability for use from all sources of supply. The gradation from any one source shall be reasonably uniform, and not subject to the extreme range of gradation specified above. For the purpose of determining the degree of uniformity, a fineness modulus determinations shall be made upon representative samples, submitted by the Contractor, from such sources as the purposes to use. Fine aggregate from any one source, having a variation in fineness modulus greater than 0.20 either way from the fineness modulus of the • representative sample submitted by the Contractor, may be rejected. Weighted percentage of loss shall be not more than 12 percent by weight when subjected to five cycles of the sodium sulfate soundness test in accordance with AASHTO T104. d. Miami Oolitic rock screenings, used as fine aggregate for normal Portland cement concrete and structural lightweight concrete, shall comply with AASHTO M6, Sections 6.1 and 7.1. Screenings shall be produced from rock having a loss not greater than 45 percent when subjected to the Los Angeles Abrasion Test Specific gravity(saturated, surface-dry) shall be at least 2.48. C. Floor hardener: 1. Provide mineral or metallic hardener, natural gray in color. 2. Acceptable products: a. "Lithochrome" by L.M. Scofield Company; b. "Hydroment" by the Upco Company; c. "Colorcron" or"Masterplate" by Master Builders; d. "Harcol" or "Ferrolith H" by Sonneborn; e. "Colorundum" or"Duraflex" by A.C. Horn Products. D. Polyethylene vapor barrier membrane: 1. Provide polyethylene sheet for slab on grade of the thickness shown on the Drawings, complying with ASTM D2103. PART 3: EXECUTION 3.01 FIELD QUALITY CONTROL: 08/12 03305-8 11-4179 A. Concrete Sampling: Furnish concrete required for casting specimens and for the specified sampling and testing. B. Testing: The following testing will be performed by an independent testing laboratory retained and paid by the Contractor and approved by the Engineer. 1. Slump and air content tests for each 50 cubic yards, or fraction thereof, placed. 2. Yield tests, unit weight tests for each 200 cubic yards, or fraction thereof, placed or as deemed necessary by the Engineer. 3. One set of five standard cylinders made and cured in accordance with ASTM C31 for each 50 cubic yards, or fraction thereof of concrete placed, for compressive strength testing. C. Tests: Sampled according to ASTM C172 and tested as follows: 1. Air content: ASTM C173. 2. Weight per cubic foot, yield, and air content and cement content: ASTM C138. 3. Slump: ASTM C143. 4. Compressive strength of cylindrical concrete specimens: ASTM C39. 5. Chloride content of the component concrete materials shall be determined following the Florida Department of Transportation Method for Determining Low-Levels of Chloride in Concrete and Raw Materials as outlined in FDOT Research Report No. 203 and FDOT Corrosion Report No. 78-1. No chloride contents are allowed in the concrete. 3.02 MIX EQUIPMENT: A. Batching Plant: 1. Arrangement: Provide separate bins or compartments for each size or classification of aggregate and for each type of bulk Portland cement. 2. Compartments: a. Provide compartments of ample size, constructed so that materials will be separated under working conditions. Equip the batching plant so that the flow of each material into its batcher is stopped automatically when the designated weight has been reached. 08/12 03305-9 11-4179 b. Weighing hoppers shall be constructed so as to eliminate accumulations of tare materials. c. Weight aggregates in separate weight batches with individual scales, or cumulatively in one batcher on one scale. Weigh bulk cement on separate scale in a separate weight batcher. d. Where mix water is measured by weight, do not weigh water cumulatively with another ingredient. e. Interlock batching controls so that the charging mechanism cannot be opened until the scales have returned to zero. Satisfy these requirements by a semi-automatic batching system as defined in the Concrete Plant Standards of the Concrete Plant Manufacturer's Bureau, with interlocking as described herein, or by an automatic batching system as defined in the Concrete Plant Standards. f. Provide facilities for obtaining representative samples of aggregate from each of the bins or compartments for test purposes. 3. Water batcher and admixture dispensers: a. Provide equipment for batching water and admixtures at the batching plant, except in cases where the mixing has been authorized by the Engineer to be performed at the job site in paving mixers or in truck mixers. b. Provide a device that is capable of measuring mixing water within the specified requirements for each batch. Provide mechanism for delivering water to the mixers so that leakage will not occur when the valves are closed. c. Interlock the filling and discharge valves for the water batcher so that the discharge valve cannot be opened before the filling valve is fully closed. d. Provide measuring devices for admixtures capable of ready adjustment to permit varying quantity of admixture to be batched. Interlock the dispenser for admixture with the batching and discharging operations so that the batching and discharging to the mixture will be automatic. e. If non-interlocked dispensers are permitted,check the calibration of the dispensers at intervals as required by the Engineer. Record the results of such calibration and make it available for the inspection of the Engineer. 08/12 03305-10 11-4179 4. Moisture content: a. At the time of batching, all aggregates shall be in a saturated surface-dry condition. b. In no event shall the free moisture content of the fine aggregate at the time of batching exceed eight percent of its saturated, surface-dry weight. The batch-to-batch uniformity of all aggregates shall be such that variations in moisture constant within one hour do not exceed twice this variation in a period of four hours. c. Install and maintain in operating condition an electrically actuated moisture meter which will indicate on a readily visible scale the percentage of moisture in the fine aggregate as it is batched,within a sensitivity of one-half of one percent by weight of the fine aggregate. 5. Use scales for proportioning of the springless dial type or the multiple beam type as follows: a. If scales are of the dial type, the dial shall be of such size and so arranged that it may be read easily from the operating platform. b. If of the multiple beam type, the scales shall be provided with an indicator operated by the main beam which will give positive visible evidence of over or under-weight. The indicator shall be so designed that it will operate during the addition of the last 200 pounds of any weighing. The overtravel of the indicator hand shall be at least one-third of the loading travel. Indicators shall be enclosed against moisture and dust. c. Accuracy of Scales. 1. Prior to beginning any work, all scales and other measuring devices used in batching shall be checked for accuracy by a County licensed scale technician. The scales shall be rechecked once every three months,or more often if deemed necessary. 2. A certificate of inspection, bearing the date of the certification and signed by the scale technician, shall be affixed to each measuring device. 6. Recorders: a. Provide an accurate recorder for producing a digital printout of the batch number and scale readings corresponding to each of the ingredients of each concrete batch, including zero initial readings. 08/12 0330511 11-4179 Indicate by name or code the individual ingredient corresponding to each weight. Indicate by pressure only, each admixture measured by volume. b. On each printout show date and time of batching, identification number identical to that of the concrete delivery ticket and codes for the mix design and for the project section. c. Prepare the printout in duplicate and deliver one copy with its corresponding concrete delivery ticket to the Engineer. d. House each recorder mechanism in a locked,dust-tight cabinet, in a position convenient for observation. B. Concrete Mixers: 1. General requirements: a. Use mechanically operated batch mixers for mixing concrete, except that batches not exceeding one-third cubic yard may be hand mixed, or site mixed. b. Use concrete mixers of the revolving drum type or pan type. Use truck mixers of the revolving drum type. Replace the pick-up and throwover blades of revolving drum mixers when any part or section is worn one inch or more below the original dimensions of the manufacture's design. A copy of the manufacturer's design,showing dimensions and arrangements of blades, shall be available to the Engineer. Batches shall be so charged into the mixer that some water will enter in advance of cement and aggregates. All water shall be in the drum by the end of the first quarter of the specified mixing time. 2. On-site mixers: a. Accomplish on-site mixing in paving or stationary type mixers. Operate mixers at the speeds recommended by the mixer manufacturer, except that revolving drum mixers shall make not less than 14 nor more than 18 revolutions per minute. b. Operate paving and stationary mixers by an automatic timing device and discharge mechanism so that, during normal operation, no part of the batch will be discharged until the specified mixing time has elapsed. The total elapsed time between the intermingling of damp aggregates and the discharging of the completed mix from the mixer shall not be less than 60 seconds or more than 300 seconds. In order to produce a 08/12 03305-12 11-4179 more homogeneous mixture the minimum allowable mixing time may be increased. 3.03 MIXING AND DELIVERY: A. General: Concrete placed quantities greater than two cubic yards shall be truck-mixed concrete, mixed and delivered in accordance with the requirements of ASTM C94.Concrete deposit shall be completed within 60 minutes after introduction of water to the mix, except that if a retardant is used such elapsed time shall not exceed 90 minutes. B. Site Mixing: Mixing of batches two cubic yards and more shall continue 60 seconds plus 15 seconds plus 5 seconds for each cubic yard in excess of two cubic yards. The mixing time may be reduced to a period of not less than 60 seconds if it is demonstrated to the satisfaction of the Engineer that a shorter mixing time results in satisfactory mixing. The mixer shall be operated at the drum speed as stipulated by the manufacturer of the mixer. Evidence of satisfactory mixing shall consist of the variation in slump of samples, taken from the first and last quarters of the discharge, being not more than 3/4 inch from the average of the two slump values. END OF SECTION 08/12 03305-13 11-4179 08/12 03350-1 11-4179 SECTION 03700 MODIFICATIONS AND REPAIR TO EXISTING CONCRETE PART 1 - GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, materials, equipment and incidentals required to cut, repair, demolish, excavate or otherwise modify parts of existing structures or appurtenances as shown on the Drawings and as specified herein as necessary to complete the work under this Contract. 1.02 RELATED WORK A. Concrete and non-shrink grout is included in Section 03300. B. Work under this Section shall include connecting new concrete to existing concrete. 1.03 GENERAL A. No existing structure or concrete shall be shifted, cut, removed, or otherwise altered until authorization is given by the Engineer. B. When removing materials or portions of existing structures and when making openings in existing structures, the Contractor shall take all precautions and use all necessary barriers and other protective devices so as not to damage the structures beyond the limits necessary for the new work, nor to damage the structures or contents by falling of flying debris. Unless otherwise permitted, line drilling will be required in cutting existing concrete. PART 2 - PRODUCTS 2.01 MATERIALS A. Epoxy Bonding Compound: 1. The epoxy bonding compound shall be fumished in two components for combining immediately prior to use in accordance with the manufacturer's written instructions and as stipulated in these Specifications. 2. The components of the epoxy resin system shall conform to the following requirements. a. Component A - Component A shall be a modified epoxy resin of the epichlorohydrin bisphenol A condensation type, containing suitable viscosity control agents and having an apoxide equivalent of 180-200. b. Component B - Component B shall be primarily a reaction product of an alkyl glycidyl ether and a polyfunctional aliphatic amine containing suitable viscosity agents modified with 2, 4, 6 to (dimethylamino-methyl) phenol. c. The component ratio of B:A shall be 1:1 by volume. d. The resultant compound shall be polysulfide free. 08/12 03700-1 11-4179 3. PROPERTIES OF MIXED COMPONENTS 2.1 Solids Content - 100% by weight 2.2 Pot Life - 20-30 min @ 73F 2.3 Tack-Free Time (thin film) - 3-5 hrs @ 73F 2.4 Final Cure ASTM D-695 (75% ultimate strength) -3 days @ 73F 2.5 Initial Viscosity (A+B) -2400-3200 cps min at 73F 2.6 Color Mixed - Straw 4. PROPERTIES OF CURED MATERIAL 3.1 Neat Material 3.1.1 Tensile Strength -5300 PSI min at (ASTM D-638) days 73F cure 3.1.2 Tensile Elongation -4.8% @ 14 days, (ASTM D-638 modified) 73F cure 3.1.3 Compressive Strength - 700 PSI min @ 28 (ASTM 0-695) days 73F cure 3.1.4 Compressive Modulus -250,000 PSI min @ (ASTM D-695) 28 days 73F cure 3.1.5 Water Pick Up - 1.0% max. (ASTM D-570) 3.1.6 Bond Strength - 1500 PSI min 14 (Plastic to Hardened) days, 73F cure 3.1.7 Deflection Temperature - 180F min. (ASTM 0.1525) 5. Epoxy bonding compound shall be Sikadur Hi-Mod as manufactured by Sika Chemical Corp., Lyndhurst, N.J., or equal as manufactured by W.R. Grace Co., Cambridge, MA or Adhesive Engineering Co., Lawrence, MA. PART 3 - EXECUTION 3.01 INSTALLATION A. Field measurements shall be taken in the required buildings and at the required yard structures to determine the amount of concrete to be removed and/or repaired and the amount of patching to be done. 3.02 CONSTRUCTION METHODS A. Where new concrete is to be made integral with existing concrete, either of the following methods as noted, shown or specified in Contract Drawings shall be used by the Contractor: 1. Bonding to a saturated surface. 2. Bonding by using bonding agent. 3. Use of anchor bolts, expansion bolts or dowels in connecting concrete. 3.03 MODIFYING OR REPAIRING EXISTING CONCRETE 08/12 03700-2 11-4179 A. Remove concrete to the depths shown or required. Roughen contact surfaces by chipping, sandblasting, scarifying or other approved methods. Thoroughly dean the surface removing loose particles and dust. B. Cut off projecting reinforcement when required to provide at least I inch cover. Where shown, reinforcement shall be bent across cut face and covered with new concrete. C. Thoroughly wash the roughened concrete surfaces and keep the surfaces saturated for at least 6 hours before placing new concrete. All free water shall be removed prior to placing the concrete. An epoxy bonding compound as specified may be used in lieu of saturating surface for 6 hours. D. Cement mortar, where required, shall be placed to a thickness slightly in excess of the finished surface and shall be steel-trowel-finished, flush with the adjacent surface. E. When the finish surface is not specified to be coated the color of new concrete in the exposed surfaces shall match the color of the existing adjoining concrete as closely as possible. F. Cement mortar shall consist of 1 part portland cement and two parts of sand by volume. No accelerating admixtures shall be employed in surface treatment. Where shown on the Drawings, a non-shrink grout, shall be used for patching and filling. 3.04 CONNECTIONS, NEW CONCRETE TO EXISTING CONCRETE A. The Contractor shall drill 1 1/2 inch holes for dowels. The drilled hole shall first be filled with epoxy bonding compound, then dowels shall be inserted by tapping. These holes shall be blown clear of loose particles and dust prior to installing epoxy bonding compound. Where shown on the Drawings, expansion bolts shall be installed in place of bonded dowels. B. Unless otherwise noted on the Drawings, No. 5 dowels set 12 inches into the concrete, and projecting 12 inches, 24 inches on center shall be used. C. Where it is necessary to expose existing reinforcement, the reinforcing rods shall be cleaned by wire brushing and new reinforcement shall be hooked into existing reinforcement and lapped or welded as directed. Reinforcing rods shall have at least 3/4 inch clearance around each bar. D. All mixing and application of the epoxy shall be done,in strict accordance with the printed instructions of the approved manufacturer. The Contractor shall submit to the Engineer, when requested, evidence indicating that the proposed applicators are fully qualified to perform the work and any proposed applicator found to be not qualified shall, be removed forthwith by the Contractor. E. Preparation of Concrete Surfaces: 1. Surfaces must be clean and sound. Surfaces may be dry, damp, or wet, but free of standing water. Remove dust, laitance, grease, curing compounds, 08/12 03700-3 11-4179 impregnations, waxes, foreign particles, and disintegrated materials by mechanical abrasion methods such as sandblasting. 2. If the concrete surfaces are sound and it is only necessary to remove laitance, grease or dust, the Contractor may, with the prior written approval of the Engineer, forego sandblasting and wash the concrete with a degreasing and etching chemical applied in accordance with the manufacturer's (ProSoCo, Inc., Kansas City, Kansas, Sure-Klean Degresser & Etch, or approved equal) written instructions and as stipulated in these Specifications hereinafter. 3. Degreasing and Etching Chemical: Color: Water White; Flash Point: Above 150 Deg.VF; Weight/gallon: 9.0 lbs.; Composition and Materials: A blend of organic and inorganic acids with a special solvent system incorporating wetting agents for emulsification. 4. Application of degrease and etching compound. Prewet concrete surfaces with clean water. Brush concentrated cleaner onto concrete surface. Let stand 3 to 4 minutes and reapply, brushing stained areas vigorously. Rinse off with fresh water applied at a minimum pressure of 800 psi and a minimum volume of five gallons per minute. F. Proportioning/Mixing/Applying Epoxy Compound: 1. Volumetric ratio of bonding compound is 1:1 (B:A). To mix, proportion 1 part B and 1 part A into dean pail. Mix thoroughly for 3 minutes with a steel mixing paddle on low-speed (400 to 600 rpm) drill until blend is a uniform straw color. Mix only that amount of epoxy that can be used in 30 minutes at 73 degrees F. 2. Application for Bonding: a. The area to be overlaid shall be covered with one coat of the epoxy compound applied with long-nap paint rollers, brushes, brooms or by spray. The rate of application shall be 80 sq. ft./gal. maximum or smooth concrete (20 mils). As the concrete increases in roughness, the rate of coverage decreases proportionally. b. While the epoxy compound is still tacky (3-5 hrs. at 73oF) place the concrete. If the bonding compound should harden before the concrete is placed, apply a fresh coat over the hardened coat and proceed. 3. Application for Grouting: To prepare a grout to anchor bolts or level base plates, mix the epoxy compound with granules recommended and supplied by the epoxy manufacturer. The amount granules used should be the maximum amount possible while still maintaining a pourable consistency. The ratio should be approximately 1:1-1/2 by loose volume (Granules). See technical data on anchor bolt grouting and grouting base plates published by the manufacturer. 4. Limitations: a. Do not thin the epoxy bonding compound. Solvents will prevent proper cure. b. Use only oven-dry granules to avoid encapsulation of moisture. Exposure to temperatures (after cure) above 180 degrees F (dry) and 120 degrees F (wet) not recommended. G. WEATHER LIMITATIONS 08/12 03700-4 11-4179 1. The epoxy compound shall be placed only when both the concrete surface temperature and the ambient temperature is 40 degrees F and rising. H. SAFETY 1. The Contractor shall require applicators to wear protective clothing, gloves, goggles and barrier creams. 3.05 OPENINGS IN CONCRETE A. Where openings are required for pipes, thimbles for gates, gate stems or other installations in existing concrete structures, the Contractor shall cut the existing concrete within the limits required, as shown on the Drawings or specified, expose the existing reinforcing steel and perform the work in such a manner as to prevent damage to the existing adjacent structures or equipment. B. Unless otherwise permitted, line drilling will be required. B. Where concrete is cut to provide openings for gate stems, pipe sleeves shall be accurately installed and grouted in place in an approved manner. 1. The exposed reinforcement shall be cleaned by wire brushing, then cut and bent to permit the installation and finally bent around the new pipe or thimble. Additional reinforcement shall be provided as shown on the Contract Drawings for typical reinforcing details of openings in walls and slabs, except as otherwise shown, specified or required. 2. After installation of pipelines and thimbles, etc., the existing concrete shall be prepared as specified above in Paragraph 3.03C and the void between the outside of the pipe or thimble and the existing concrete shall be filled with non-shrink grout. END OF SECTION 08/12 03700-5 11-4179 SECTION 15100 VALVES AND APPURTENANCES PART 1 - GENERAL 1.01 WORK INCLUDED A. Furnish labor, materials, equipment and incidentals required and ready for operation all valves, couplings, and connectors, etc., as shown on the Drawings and as specified herein. B. The equipment shall include the following: 1. Gate Valves 2. Plug Valves 3. Foot Valve 4. Link Seal and Wall Sleeve 5. Flexible Coupling 6. Flanged Coupling Adapter 7. Union 8. Air Release Valve 9. Pressure Reducing Valve 10. Strainers 11. Pressure Gauge 12. Rubber Seat Ball Valve 13. Solenoid Valve 14. Flap Valve 1.02 RELATED WORK A. Section 02221: Trenching Bedding and Backfill for Pipe B. Section 13300: Instrumentation and Control C. Division 15: Piping and Fittings 1.03 DESCRIPTION OF SYSTEMS A. Equipment and materials specified herein are intended to be standard items for use in controlling the flow of diesel fuel, water or other liquids. 1.04 QUALIFICATIONS A. Valves and appurtenances shall be products of well established reputable firms who are fully experienced, and qualified in the manufacture of the particular equipment to be furnished. The equipment shall be designed, constructed and installed in accordance with the best practices and methods and shall comply with these specifications as applicable. 08/12 15100-1 11-4179 1.05 SUBMITTALS A. Submit, within 30 days after Contract execution, a list of valves to be furnished, the names of the suppliers and the date of delivery. B. Complete shop drawings of all valves and appurtenances shall be submitted in accordance with the requirements of Section 01340. 1.06 TOOLS A. Special tools, handles or wrenches, if required for normal operation and maintenance of the specified valves, shall be supplied with the equipment furnished. PART 2 - PRODUCTS 2.01 GENERAL A. All valves and appurtenances shall be of the size shown on the Drawings and all similar valves shall be from one manufacturer. B. Valves and appurtenances shall have the name of the manufacturer and the working pressure for which they are designed cast in raised letters upon some appropriate part of the body. C. All valves shall open left, counter-clockwise. 2.02 GATE VALVES A. Exposed gate valves unless otherwise specified or approved, shall be iron body, bronze mounted, double disc gate valves with flanged ends and conforming to the AMA Standards Specification for Gate Valves for Ordinary Water Works Service, Designation C500-80. Exposed valves shall be outside screw and yoke type. B. Face to face dimension shall conform to ANSI Standard Face to Face and End to End Dimensions of Ferrous Valves, (ANSI B16.10) for 125 pound cast-iron valves. C. Bronze gate rings shall be fitted into grooves of dovetail or similar shape in the gates. For grooves or other shapes, the rings shall be firmly attached to the gates with bronze rivets. D. Gate valves shall have a resilient rubber seated ring or wedge permanently bonded to the wedge disc and complying with AWWA C509-80. E. Stuffing box follower bolts shall be of steel and the nuts shall be of bronze. F. The design of the valves shall be such as to permit packing the valves without undue leakage while they are wide open and in service. 0-ring stuffing boxes may be used. 08112 15100.2 11-4179 G. Where indicated on the Drawings or necessary due to location, size, or inaccessibility, chain wheel operators shall be furnished with the valves. Such operators shall be designed with adequate strength for the valves with which they are supplied and to provide for easy operation of the valve. Chains for valve operators shall be galvanized. Gate valves shall be as manufactured by the Mueller Company, Clow Valve Company or equal. H. Where required, gate valves shall be provided with a box cast in the slab and a box cover. Length of box shall be slab thickness. Box cover opening shall be for valve stem and nut. Valve wrenches and extension stems shall be provided by the manufacturer to actuate the valves. The floor box and cover shall be equal to those manufactured by Rodney Hunt Machine Company or Clow Corporation. Gate valves for diesel fuel service shall have API approval. Bodies shall be cast iron or bronze. 2.03 PLUG VALVES A. Plug valves shall be non-lubricated eccentric type with resilient faced plugs, and shall be furnished with end connections as shown on the plans. Flanged valves shall be faced and drilled to the ANSI B16.1 Class 125 standard. Mechanical joint ends shall be AWWA C111. Bell ends shall be to the AWWA C100 Class B. B. Port areas for valves shall be min. 80% of full pipe area. C. Valve bodies shall be of ASTM A126 Class B cast iron in compliance with AWWA Standard C507-73 Section 5.1 and AWWA Standard C504-80. All exposed nuts, bolts, springs, washers, etc. shall be zinc plated. Resilient plug facings shall be of Neoprene or Hycar on a single piece plug. The plug shall be of sufficient construction so that no strengthening member is required opposite the face. D. Valves shall be furnished with corrosion resistant seats which comply with AWWA Standard C507 Section 7 paragraph 7.2 and with AWWA Standard C504 Section 3.5. The seat shall be in the body only. Seat ring shall be adjustable and replaceable. E. Valves shall be furnished with replaceable, sleeve-type bearings in the upper and lower journals. These bearings shall comply with AWWA Standard C507-73 Section 8 paragraphs 8.1, 8.3 and 8.5 and with AWWA Standard C504 Section 3.6. F. Valve shaft seals or packing shall be adjustable and replaceable without removing the valve from service or interrupting service with flow in either direction. Shaft seals shall comply with AWWA Standard C507-73 Section 10 and with AWWA C507-70 Section 111. G. Valve pressure ratings shall be as follows and shall be established by hydrostatic tests as specified by ANSI Standard B16.1. Pressure ratings shall be 175 psi for valves through 12", 150 psi for valves in sizes 14" through 36" and 125 psi for 08/12 15100-3 11-4179 valves in sizes 42" through 54". Valves shall be capable of providing drip-tight shutoff up to the full valve rating with pressure in either direction. H. All valves 8 inches and larger shall be equipped with gear actuators. All gearing shall be enclosed suitable for running in oil with seals provided on all shafts to prevent entry of dirt and water into the actuator. All shaft bearings shall be furnished with permanently lubricated bronze bearing bushings. Actuator shall clearly indicate valve position and an adjustable stop shall be provided. Construction of actuator housing shall be semi-steel. Plug valves installed such that actuators are 6 feet or more above the floor, shall have chainwheels and chains provided. J. Where shown on the Drawings, plug valves shall be installed with extended shafts and actuators. Actuators for extended shafts shall be mounted on floor stands where indicated on the Drawings or shall be removable handwheels where floor stands are not called for. Six inch sleeves shall be provided for extended shafts in all floors; where necessary covers shall be provided. Shafts shall be of adequate strength to operate the valve. Floor stands and covers, where called for shall be cast iron. Floor stands shall be equipped with valve position indicators and a lock for the handwheel. K. All plug valves shall be installed so that the direction of flow through the valve is in accordance with the manufacturer's recommendations. L. Valves and actuators shall be as manufactured by DeZurik. 2.04 FOOT VALVE A. Foot valve for diesel fuel tank shall be cast iron body, single bronze poppet valve with metal to metal seat and have a replaceable screen. Float valves shall be OPW Model 85. Valves shall meet API and ANSI Standards. 2.05 FLEXIBLE COUPLINGS A. Flexible couplings shall be either the split type or the sleeve type as shown on the Drawings. 2.06 UNION A. Unions on ferrous pipe 2 inches in diameter and smaller shall be 150 pounds malleable iron, zinc coated. Unions on water piping 2 1/2 inches in diameter and larger shall be flange pattern, 125 pound class, zinc-coated. Gaskets for flanged unions shall be of the best quality fiber or plastic. Unions shall not be concealed in walls, ceilings or partitions. 2.07 FLANGED COUPLING ADAPTER A. Coupling adapter shall be Smith-Blair Model No. 912. Body and follower flange shall be iron. Bolt circle, size and spacings shall conform to ASA 125 flange. 08/12 151 00-4 11-4179 Gasket shall be Smith-Blair Grade 30 or 60. 0-Ring shall be grade 60. Cross and tee bolts shall conform to ANSI A21.11. 2.08 LINK SEAL & WALL SLEEVE A. The pipe to wall penetration closures shall be "Link-Seal" as manufactured by Thunderline Corp., Belleville, MI 48111. Seals shall be modular mechanical type, consisting of interlocking synthetic rubber links shaped to continuously fill the annular space between the pipe and wall opening. Links shall be loosely assembled with bolts to form a continuous rubber belt around the pipe with a pressure plate under each bolt head and nut. After the seal assembly is positioned in the wall sleeve, tightening of the bolts shall cause the rubber sealing elements to expand and provide an absolutely water-tight seal between the pipe and wall opening. The seal shall be constructed so as to provide electrical insulation between the pipe and wall, thus reducing chances of cathodic reaction between these two members. B. Contractor shall determine the required inside diameter of each individual wall sleeve before ordering, fabricating or installing. The inside diameter of each wall sleeve shall be sized as recommended by the manufacturer to fit the pipe and Link-Seal to assure a water-tight joint. C. Wall sleeve shall be specially designed to mate with the Link-Seal. the wall sleeve shall be heavy wall welded or seamless steel pipe. The sleeve shall have a full circle continuously welded water stop plate on the sleeve O.D. which acts as the sleeve anchor and water stop. Wall sleeve shall be model WS by Thunderline Corp. 2.09 RESILIENT SEAT BALL VALVE A. Ball valve shall be tight closing, shaft-mounted that complies with Fed. Spec. WW-V-35, Type II, Class C, Style.3. Valve design shall eliminate metal to metal contact or wedging in the sealing action. Design pressure rating shall be greater than 150 psi. B. Valve body shall be one or two piece stainless steel ASTM A351. Ball shall be stainless steel ASTM A276. Seat ring shall be reinforced TFE. C. Valve shall have a stainless steel 1/4 turn lever arm. Ends shall be threaded. Ball valve shall be Figure No. T-580-S6-R-66 as manufactured by Nibco, Inc. or equal. 2.10 PRESSURE REDUCING VALVE A. Valve shall be forged brass or cast iron body fully bronze mounted, direct acting, bronze internal trim, reinforced neoprene diaphragm. Valves shall have an inlet side pressure gauge connection and adjusting screw or "T handle. B. Valve sizes smaller than 1/2 inches shall have screwed ends; those 2 inches or larger, flanged ends and those in between these sizes shall have union ends. 08/12 15100-5 11-4179 C. The pressure reducing valve shall be as manufactured by Watts Regulator Co., Series No. 223 SHP. 2.11 STRAINERS A. Strainers shall be of the "Y" type and have bronze bodies with a removable bronze screen and shall be as manufactured by Watts Regulator Company, Lawrence, MA. 2.12 PRESSURE GAUGE A. Pressure gauge shall be direct mounted, cast aluminum case, with a minimum 3 1/2-inch diameter dial and furnished with a clear glass crystal window, 1/4-inch shut-off valve, and a bronze pressure snubber. Gauges shall be weather proof. The face dial shall be white finished aluminum with jet black graduations and figures. The face dial shall indicate the units of pressure being measured (e.g., feet, inches, etc.) or be dual scale. B. Pressure gauge shall be as manufactured by H.O. Trerice Co., equal by Marshalltown. 2.13 SOLENOID VALVE A. Solenoid valve shall be normally closed. Solenoid valve shall include a manual override operator. Valves shall be of brass body construction, resilient seating, general purpose service Red-Hat type as manufactured by Automatic Switch Co. (ASCO), Florham Park, NJ or equal. B. Solenoid valve shall be suitable for operation on a 120 volt, 60 Hertz power supply unless otherwise shown on the Drawings and be provided in a NEMA 4, water-tight enclosure. 2.14 FLAP VALVE A. Flap valve body shall be cast iron per AWWA C508 having an integral flange. Seat and disc rings shall be bronze and locked in place with stainless steel lock screws and be field replaceable without special tools. B. Shaft shall be single and continuous stainless steel extending both sides of body. C. Valve flap shall be cast iron set at an angle to remain closed at all times unless pumped water is flowing. An eyelet shall be cast into the outside cover of the flap and located at its lower edge. PART 3 - EXECUTION 3.01 INSTALLATION A. Valves and appurtenances shall be installed in the locations shown, true to alignment and rigidly supported. Any damage to the above items shall be repaired to the satisfaction of the Engineer before they are installed. 08/12 15100-6 11-4179 B. Install floor boxes, brackets, extension rods, guides, the various types of operators and appurtenances that are in masonry floors or walls, and install concrete inserts for hangers and supports as soon as forms are erected and before concrete is poured. Before setting these items, the Contractor shall check all plans and figures which have a direct bearing on their location and he shall be responsible for the proper location of these valves and appurtenances during the construction of the structures. C. Flanged joints shall be made with hot dipped galvanized bolts, nuts and washers. Mechanical joints shall be made with mild corrosion resistant alloy steel bolts and nuts. All exposed bolts shall be painted the same color as the pipe. All buried bolts and nuts shall be heavily coated with two (2) coats of bituminous paint. D. Prior to assembly of split couplings, the grooves as well as other parts shall be thoroughly cleaned. The ends of the pipes and outside of the gaskets shall be moderately coated with petroleum jelly, cup grease, soft soap or graphite paste, and the gasket shall be slipped over one pipe end. After the other pipe has been brought to the correct position, the gasket shall be centered properly over the pipe ends with the lips against the pipes. The housing sections shall then be placed. After the bolts have been inserted, the nuts shall be tightened until the housing sections are firmly in contact, metal-to-metal, without excessive bolt tension. E. Prior to the installation of sleeve-type couplings, the pipe ends shall be cleaned thoroughly. Soapy water may be used as a gasket lubricant. A follower and gasket, in that order, shall be slipped over each pipe to a distance of about 6 inches from the end, and the middle ring shall be placed on the already laid pipe end until it is properly centered over the joint. The other pipe end shall be inserted into the middle pipe already laid. The gaskets and followers shall then be pressed evenly and firmly into the middle ring flares. After the bolts have been inserted and all nuts have been made up fingertight, diametrically opposite nuts shall be progressively and uniformly tightened all around the joint, preferably by use of a torque wrench of the appropriate size and torque for the bolts. 3.02 SHOP PAINTING A. Ferrous surfaces of valves and appurtenances shall receive an exterior coating of rust-inhibitive primer. Interior coatings shall be the manufacturer's standard except that valves for potable water lines shall be coated with paints approved by EPA, FDA and AVWVA for potable water service. All pipe connection openings shall be capped after shop painting to prevent the entry of foreign matter prior to installation. 3.03 FIELD PAINTING A. All metal valves and appurtenances specified herein and exposed to view will be painted as part of the work. Paint in accordance with the requirements of Section 09900. 08/12 15100-7 11-4179 3.04 INSPECTION AND TESTING A. Completed pipe shall be subjected to hydrostatic pressure test in accordance with AVWVA (Latest Edition). All leaks shall be repaired and lines retested until approved by the Engineer. END OF SECTION 08/12 15100-8 11-4179 { CONDO - ! POOL BE GRAPHIC :SCALE I AREA 3 0 10 20 40 ly F 1 ( IN FEET ) 1 PROP. 4' SLOPE 1 /8' PER fT. — PROP. {• W,E �..� \____�� � � 1 ,. ( J $ (XX8ECT1(IN \ OUT A ELN ]9 8 � 1 VIII. RF �,) -- PER FDOT REW6IEVDRS J .F; 9 IAer'lA' a COST. FIRE PROP. END �` 1 10 RDwR _ _ _ •.. ,� _ x 11X IrRO _ _ a 45' BEND ,> PROP. 9" P.V.t. WA1ER -1WN ...�.. -�y-�= d SEC DEIIx "A' "� : / _ �+s°�+Eo 1 ,� Nc Do REltw+)� Tws sxEn -_' PROP. I2'x9 T/PPl T �..�.� /j'� a'� _ - -- BCCIPoC gtRO MO B' GATE' VALVE Y bC NSTALL (2) WATER SERVICES 9WITH REDUCED PRESSURE BACKFLOWS: 1" FOR BATHROOM 4 S >" 4' D.I.P` peep. BD1O '4 'e �. - • -_ -- y 'r - FINE UNE �. - C. NSTALL4" D.I.P. NE WITH RPDA BACKFLOW FOR RESTAURANT d INSTALL 1) FIRE �g \, l � °.� - a l g g e. RETIRE 2" WATER SERVICE AT MAINLY �' NAE 1Lf��W+R�'� P� � s SUNNY ISLES BLVD. _ ��E' \ \,•� lip _ - - - - — 3_ +,. - -F - -' - _ GENERAL NOTES: NE 163rd STREET I ¢ D",r _ . — -- — — PROP. e 826 v2 - .- ` \ 6.1 — _ . — W/�g A 9c eDm 1. GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL AREAS AND SHALL MAKE ALL i3 \ a OZq < — \ N g —�.- — — — PROP. VRPMA ADJUSTMENTS NECESSARY AT NO ADDITIONAL COST PRIOR TO SUBMITTING BID. THE P CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES, DIMENSIONS, ELEVATIONS, AND FfiOP. e' p.V.C. ffM km _ � �,8��8 _ - 0000 4 ON. CONFORMANCE E CODE. 8A' TEE 44pp.8BRaP, 9x{ REDUCER w E 4°56.71 2. ANY DAMAGE TO EXISTING FACILITY OR CONDITIONS ASA RESULT OF DEMOLITION AND /OR NEW k WORK SHALL BE REPAIRED AND RESTORED TO EXISTING CONDITIONS AT NO ADDITIONAL I ! °° _- • c _ _ _ - ro BE *WALED BY OTHERS ElE � W s CONSTRUCTION. NLONTRACT RI AT HIS HER EXPENSE SHALL REPLACE OR REPAIR TANYEDAMAGE _ - - _. __?_•90.00 FUTURE CONC. FNURE � ti g TOTHEFACIUTYOR ITS COMPONENTS TO THE SATISFACTION OF THE CITY. O HERS Q L MURE Fp1 TPµSFOFaR e o P 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING PAVEMENT MARKINGS ATTHE - l�I To BE INSTALLED By OT`D" BEGINNING AND AT THE END OF THE PROJECT. ~�$ r VW TEE IN 4. ELEVATIONS SHOWN REFER TO N.A.V.D. 1988. RF18tE 2' WATER 5F1MCE Ai 7NE ) F S. THE CONTRACTOR 15 RESPONSIBLE FOR VERIFYING THE NATURE, SIZE, AND LOCATION OF ALL 1 8'VNNWCODX,Sµ) R/e 3 -2'P�C tWDIRT l' _ 1 EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. EXISTING UTILITY LINES OTHER THAN no BE A1LRUO1IED �$.F (mEPIpNE, rv. SAME) OR 70 RELD vmrY _ (, I I _ THOSE INDICATED THIS DRAWING MAYBE ON SITE. IF AN EXISTING UTILITY IS FOUND TO 1 mg g AL�1p i� eF7asI�3v c eT HE ) I CONFLICT WITH PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY CONTACT Y NEtESS'NF THE ENGINEER OF RECORD 50 APPROPRIATE MEASURES CAN BE TAKEN TO RESOLVE THE 1 3 / f� - �nE (11)0 F%bT. CONFLICT. 1 (SE 6. ALL WORK, MATERIALS AND RESTORATION SHALL CONFORM TO THE MIAMI DADE COUNTY N ) PUBLIC WORK, CITY OF SUNNY ISLES BEACH AND FOOT STANDARD5 AND SPECIFICATIONS. 7. IT IS THE INTENT OF THESE PLANS TO COMPLY WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL 1 A BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. 8. THE CONTRACTOR SHALL PROVIDE AN INDEPENDENT TESTING LABORATORY TO PROVIDE CERTIFICATION ASTO THE FOLLOWING: i A. SUBGRADE THICKNESS AND MINIMUM CBR =25 AND COMPACTION DENSITY CONFORMS TO 1 I SPECIFICATIONS; B. LIMEROCK BASE THICKNESS AND COMPACTION DENSITY CONFORMS TO SPECIFICATIONS; DETAIL NAH 9. CONTRACTOR TOINCLUDE MOT COSTS TO ALLOW PUBLIC ACCESS TO BEACH DURING Scale: 1 ":S• CONSTRUCTION. i 12 -- - CRY OF NORTH 4WI1 BEACH PORIKKI 12 12 PRNAIE PoR7px (F9FEIINE) EXIST. GROUND PROPERTY LINE PROPERTY LINE E ' EXIST. GROUND PROP. HYDRANT EXIST. GROUND A 9 A 9 9 / 9 F PROP. 8' 45' BEND PROP. 8' 45' BEND @ STA. 1 +61.56 63.34' LT. STA 2 +10.91 18.02' LT. PROP. 8' 45' BEND $ 8'X4' REDUCER 6 STA 0 +52.26 63.18 LT. STA 4 +02.71 6 6 6 F 18.02' LT. SEE PLAN FOR i Y CONTINUATION PROP. 8" 45' BEND PROP. 8'x6' TEE STA 0 +47.48 72.16 LT. 12• UN. PROP. 8' P.V.C. WATER MAIN SIX 3+45.53 19.02' LT. I 1' WATER SERVICE PROP. 12'x8" TAPPING TEE s STA. 3 +69.47 18.02' LT. PROP. 4" P.V.C. 3 AND 8' GATE VALVE z' ANN. �� 2' WATER SERVICE 4' 90' RENO Z 4' 90' BEND WATER WUN STA 0 +41.52 63.33' LT. 1I DUST. W UP 70 THE SOUTH. STA 4 +01.22 18.02' LT. STA 4 +11.24 3 3 STA. 4 +11.24 3 18.02' LT. 18.02' LT. a' GATE vuvE I `EXIST. 12' HDPE SEE PLAN FOR 4" RPZ LOCATION EXIST. 4' FDC EXIST. BST 0 0 0 I''I n SNIT. ABANDONED 48' RCP EXIST. 8' ,ry, 6 MID DUCT N `EXIST. Y FORCE ED 48' RCP WATER MAIN u ELEV. UNKNOWN / SANITARY FORCE MAIN �SANnARY FORCE MAIN (APPROX. LOCATION) dN NOTE: I E %1ST. FPL 1. ALL FITTINGS TO BE POLYETHYLENE WRAPPED. pi 9 -5" DUCT BANK 3 — - 3 —3 —3 1 +00 2 +00 3 +00 A +00 RLV �HAVS S CA811 WATER MAIN PROFILE F e....�..R.. SCALE: 1 " -20' HORIZ m.can 1' =2• VERT. FORBIDDING PURPOSES ONLY DATE AUG -20,1 18009vw1r<.sdn600.Fart Sisdedale.FbidaD3316 WATER AND SEWErR CONNECTION ROBERT �PsTENEr P.E. P OIECTN9114ns sHEET:z DESIGNED Mjo -' CHECKED _ ISLES BEACH FISHING OFESSIONAL ENGINEER - - AUG. o„ Calvin, Giordano b Associates, Inc. RESTAURANT 16501 COLLINS AVENUE PLAN FLOwDAR NOTED Cl SUNNY I STATE PI—. 954.921.7781 Far 954.931.8901 R ISSUED FOR I'i � SUNNY ISLES BEACH, FLORIDA - PURP03E OF THIS SET NO DATE REVISION BY NO DATE REVISK)N BY DATE AUG. 2011 9 Certificate of Authorization 514 DATE: AUGUST 29, 2012 BID SET, OF 4 SHEETS 0 U U Y 3 COT.aE-COLLAR FINISHED GRADE FOUNDRY #7615 VALVE BOX 3'.3'x6" THICK CONCRETE SLAB OR SEE NOTE 3 SIDEWALK FLAG. (SEE NOTE 1) -' - GATE VALVE (4) TRAFFIC POSTS SEE NOTES 1 AND 2 45' THRUST BLOCK/ -- O -- - RESTAINED w- MEC H JOINT TEE S6 VARIES -- - EE 4 m AS REG'D. _ wersRMPrmvnu sr�e, oex,. s,°e" - eao,arsiDewAax µ aow,e,EOa:cxvel , FLOW °"Mf4A ANO EXTENSION (MDWASD #2) HYDRANT OPERATING PUMPER NOZZLE g �o � FOR FIRE HYDRANT, FIRE LINE AND NUT FACING ACCESS LICENSE No. 47506 WATER AND SEWER DETAILS PLAN awca^a `wAPmoveo o r DOMESTIC SERVICE TO 6" US ,ol - R/W CONC VALVE a, oust 1 FOUNDRY 17630 VALVE BOX ,` BOX PAD xAVmACrwva srAw.n,s carmicaam (MDWSAD 3) FOR ALL OTHER `z y VALVE APPLICATIONS. - t,. HOSE NOZZLE CAST IRON P0.91v�31pa°j iO p�:00o ww „', RESILIENT SEAT - -C -900 PVC RISER PIPE (LENGTH VARIES) - VALVE BOX _ _ _ _ a �\�; c.o, ca rmP,rsorr mere m.wr nlr r>ve+ro NGi nwumercmoPxstm ... M.J. GATE VALVE USE 6' PVC RISER WITH 2 VALVE BOX / Ym \ \ \ \ \ \ \ \ \�� COMPACTED r ii\ M J HYDRANT po,x�np ePU=Td.T a c..us�,s�roar�ox,rwnoa, USE 10" PVC RISER WITH #3 VALVE BOX MAIN (RESTRAIN PER FlG: 240 BACKFILL� \ i \ � ^ \�\!�`C \`,� ANCHORING TEE 6° PIPE (MIN) - (RESTRAINED) capowrwxsrep roreewPUPR maPu noonnaegovsoewuaexsxcwcAr + cASwcroes vwv "AO1"'a're'H're'x usR ,DSwAUa _ (SEE NOTE 5) - ' .'.., a.em rAProes ,,croon, maxwarex °roR�sPmr.Ema rwxs caaAVOwKfa asrw,Nf°xe�roee n. roRZSmwcs ausva ro mPxo FrePVOxa � x + To -, .,m rwvesswaew.srwxus �ax R I � 'ISTN , r< Rr UNDISTURBED ,: r�,T a: murex .ranrs....'re. SECTION SOIL a nvc wArsRawrs -12" MIN NO1Ei1 6" BEDDING ROCK 6" BEDDING ROCK TRAIN TNT NOTE: = oareror,grai M J ANCHORING COUPUNG� coRPaurnx MO""r`o�ire mom wv °emawran 6" RESILIENT SEAT GATE (SEE NOTE 3) VALVE (SEE FIG 115) _ 1e « "y mvmeRrwei�r eo. wss,NeCar ,e.mmRmc *am ea.rew sr a..«w , NOTES: NGIEB I.11MRAR GUARDS TO BE 4' DMIETER GALVANIZED SIM PIPE FILLED WITH CONCRETE xePpPrnra wrweoe. xMe, tore I. WHEN VALVE IS NOT LOCATED IN PAVEMENT, PLACE A WHITE PAVEMENT AND To BE %ACED AT LOCATION AS REOUESTED BY THE Cm. uxPVmxaocAmscrnrenvapAOR,e +�;;� + Ia.mxrncmRl r,hwx mwmxrw,cm, REFLECTOR MARKER IN THE DRIVE LANE, ADJACENT TO THE VALVE. 2. oMn REAR GUARDS w LOCATION WHERE SIDEWALKS EMST. 3. HYMM AND POSTS TO BE PANTED OSHA SAFETY YELLOW PER DADE Cry. FIRE DEPT. SPECS AE1R111C °`rsoTOR i"eE rsurv,POercmacxx,el 2. USE U.S. FOUNDRY X7630 VALVE BOX AND EXTENSION (MDWASD /3) IN AX)RDN THE WEATINER COVER TO BE PANTED OSHA SUM BLUE. FOR ALL OTHER VALVE APPLICATIONS. 4. USE APPROVE EOU JOINT RETAINER GLAND 0..Y MODEL No. Floss, MEGA-LUGS OR A>PROYED EWAL . NOTE: 3. FOR USE ON 2 -INCH THROUGH 10 -INCH PIPELINES. 5. HYDRANT SETBACK SHALL BE SET TO A DISTANCE OF 7 -FI MAXMUM AND 4 -17 MINIMUM FROM THE EDGE OF PAVEMENT OR CONFORM TO D.O.T. REGUIREMENTS WHERE APPLICABLE. "^mn°1xm "e°x v^rP" 4. RESILIENT SEAT AND OTHER RUBBER TYPE PARTS SHALL BE FORMED 6. SERVICE ONES FOR FIRE HYDRANTS TO BE SIZED TO ALLOW A MINIMUM OF 20 PSI exarmsrona mw�meeaamunrxc OF A SYNTHETIC ELASTOMER WHICH IS CORROSION AND CHLORAMINE RESDUAL PRESSURE AT ME HYDRANT UNDER FIRE ROW CONDIIIONIS. RESISTANT. 7. TWO BLUE REFLECTIVE PAVEMENT MARKERS FOR IDENTIFICATION OF THE HYDRANT AND ITS .. excwrD.Gmrere ROao.Mxacom, ° j, OPERATOR EXTENSION SHAFT SHALL BE PROVIDED WHEN OPERATING VALVE LOCATION SHAL BE INSTALLED ON THE CENTER OF THE AAACENT PAVED DRIVE LANE TO THE HYDRANT; MARKERS SHALL BE SPACED I -FT APART, PERPENDICULAR TO THE NUT IS MORE THAN 48" BELOW TOP OF VALVE BOX. Ram CENTERUNE. 8, NO GIMROPOST ALLOWED IN DOT RIGHTS -OF -WAY. CITY OF NORTH MIAMI BEACH CITY OF NORTH MIAMI BEACH CITY OF NORTH MIAMI BEACH CITY OF NORTH MIAMI BEACH PUBLIC SERVICES DEPARTMENT SERVICES DEPARTMENT PUBLIC SERVICES DEPARTMENT PUBLIC SERVICES DEPARTMENT 6/05 ADD NEW NOTE �3 /V. N.R. #3/A.V. 09/22/09/209/22/04 // SPECIFICATIONS K.R. /13 /O{ SPECIFICATIONS V. /K.R. M A 09/22/04 SPECIFiCAT10N8 J.C. /K.R. TYPICAL & 1" GATE VALVE AND BOX DETAIL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL WATER SERVICE CONNECTION SERVICE & METER TER I NSTALLATION Dole Revisions Appr. by Dote: July 2000 FRL:N Deg: F115 Fig: 305 Dote Revisions Appr. DY Dale: Nov. 2000 - Deg: F103 fig: 335 Dale Revisions Appr. by Dale: Juty 2000 - Dwg: F119A rug: 350 Dale Revisions Appr. by Dale: Haw. 2000 - Deg: F121 GENERAL NOTES & SPECIFICATIONS FOR WATER MAIN INSTALLATIONS .. 1. All material. and construction under this project 11. Ths contractor shall be reapo,albl. far v Hyl,g all shall be m *f Tct accord,,,, with the requlremnt. of I «anon., Diane, aIon s, el•vanon. and the Ios.lo.. of all REQUIREMENTS PER DEPARTMENT OF HEALTH BOTTOM OF ROADWAY BASE REFER TO PAVEMENT the City of North Miami Beach Engineering Department underground structures and HIIv,, prior to the start of OR EXISTING GROUND RESTORATION DETAIL CITY'OF NORTH MIAN7I BEACN PUBLIC SERVICES (NMB) and/or Code County Public Works Deportment construction. The Ioc,,[an. shown on the plans not WATER MAIN HORIZONTAL SEPERATONS 'AS BUILT STANDARDS' FOR WATER AND SEWER PROJECTS (DCPWD) and / the Florida Department of guaranteed accurate or ..-of by the known utility Transportation FDOT and *hall conform to the companies. po ( ) I. Separation shall be m ured outside edge to measured /�� o \\ c �.o \ \ /��\/�` ,to ndordo and specification, avoll,ble ,ntl on Dle with 12, Thrust blocks shall be at all bonds, lees. outside edge. / % ° \ \� PI Ilne: pe the doparfmant. As a minimum qulramenU the provldod and plugs In ...orlon,, with NMB standard details. �\ o o 1. Showua,ion nun,b[r every 100 reel °^plan aM profile indiw,ing srl,e «pipe begins amt ends -On plv, , anox dxne,ssion ofstrset from RW,° alandarda o/ the AWWA shall aPP1Y- 13. All n w Offing, at re..Hon points shall be flHed 2. Minimum be 3' -D' 2. Between water main, and, alarm ..wen .torte note, force mains, or roelolmed wafer lines. SHALL be 3 H. j\ - SUITABLE BACKFlLL PLACED AND COMPACTED TO AT LEAST 98% OF WB'vvith Crnterline. Show oRan dimension Tmm,nc,f the abore,o piµlinz al each trio,. ralvo a,b lning. c er o. wafer main, shall megc g 9 avprove aqua ante., .p,,Ifl, wrlffen ee..ptlon la Issued or required with lu retainer lands o d I, meeting NMB requirements. All valves ,r. to be minimum. MAXIMUM DENSITY, 6' MAXIMUM ana 2. on prone, Nww devmfnanwmr ma, ^ana xwa rlrcc mammmen lMFrolt, Mran. A, earn valvcma fO&EI- by an authorized representative of NMB. roalrolned with ralam.r gmnds' 3. Between water mains and v uum type s 10 ff. least 3 ft. SIZE, 9° LIFTS, PER AASHTO SPEC. 11- mD,rn.rr elewsion.irclude sewer manhole rim and invxn eicw,ions.loteml imxn cicwrion a, rtes, -o,n. Finished Gmde Elevations,ofa marked 3. Detector t, shall be Installed 18' above the Pipe i. flushing, lasting, preferably and at minlmumWef NO. T -180. a, every INf ,action. atsllper cleaning, and ,for cenlBHlne of w,lar mains and sonless. tllalnl•ciing, as per NMB and Stale of Florida wee 1. Gravity or pressure aanllary se wastewater force J. Indica,[irpiµ is in priw,e proµny l,r.ting butt -lint surezy linseed leng,h.nd sviJ, h nfeaxmemrmm RM'line. Alan indiw,c cowmen, rnr i, in Department of Health and Rehabilitative Services 4. All water main line valves shall be Installed mains or racial �ad worse preferably l0 /1. antl al µoast 6 /l. MAY be ducod l0 3 ft. Where bottom of ter undcelines, Rrc hyJ,., Slandarda for the installation of water mains by complete with 10' rfaer pipes and No. 3 valve boas. customer donation projects. main Is of teaal 6 Inches above lop of sewer. ° a. I,Mica,e manuroc,urer, size. material,, f'oinC loss of all Iled. Also indica,[maxdal of an eaivin tin ypea J presauree pipe inn y gpipc tonne[ g,o n hydrants and .ervlee valves^ shall be -We complete Ilh 6' doer pipes d No. 2 Ave boxes. 15. Preliminary 1...1. of all water mains 12' and n w 5. Off. of any part of o -aNe a• er treatment or - c ° SELECT L PLACED AND �. Shox qµ orjuimn v >,.IIN m, piµ. ralvw ur OUing, nimrc appmpria«Ia,rv>, -0IwAa.rcmi,rc, glands. rn,minNjein, pipe. na,t ° larger to be [a c mplished by use of o poly -vig Per to 2' be Installed by dlapoaal ,y,tem. < COMPACTED TO AT LEAST 90% OF ED TO Also i,diaau lcngh of rcumint of pipe tram rhea calves or ROinps 5. All noise metaro up will NMB alandarda. department pen,nnel provlding the appropriate hurtles a MAXIMUM DENSITY, 2' MAXIMUM InduJe lowliona by dinxrvi,ns l'ron' have been pre -pald. Provlalon of srvlce pipes, 16. The Contractor Is responsible for the coal of WATER MAIN VERTICAL SEPARATIONS SIZE, 6" LIFTS, PER AASHTO SPEC. 6. Indicateduel,[clan and nc,edal urallunicehµsimluding s,a,ion numbers and elcwtio,v. me,er baekflow proventers, valve. and mater or pits will be in Inspections fur any eo,,fr,cfl,n ,ellvltlas occurring N0. T -180. crnmrline ofpipe. wales, ac,lo nmer -line ofmda. ee ,d.n,. with eonalru.ft. plan. and ap.111call.ns outside n anal working hours (8:00 am. to 5:00 p.m.) approved by NMB. S,lurtlaya and Sunday. and holidays exclueed one 1• Separation, between wafer mains, and gravity sewer. fYPo storm a a, to be preferably Velres: arrangements for Inapeeliona outside al w eking , a Inches, r al 11,11 6 Inch.aeab.- r f loci 12 6. Fire hydrant roqulrement, (number and I... Ran) hours must made , minimum 48 houraoln Inches if below. In 2E 1 's,ica,c siz, qy,c lgaro. buucrily. cheek, plug euJ of valves. All rolvesa «ro be lomlcd.11, dimemiow from., 1-1 Two µmoue,, cf-TO, pace. Inds—sehieh side abunemy e.I a meopemfmi, nm„ tastes. shall be as required by the Dade County Fire advance of the construction , Wlty. Department or the appropriate fire agency nun Inalallallon. In NMB 2 Pr s"m aanllary s ool...is, or storm water awe w rwater. � � BEDDING MATERIAL. SEE NOTE N0. 2 \( 2. Includcenlargememdecilaru. let" - lo' fw.Ilv.Ive[Iu.e sdmmeubackOm- -blies °.cord,,,, with standard,. 17. All trenches to be over- s.cavatad a minimum of IdW for Installation f rock bedding In g sin. reelalmed of least 12 Inch,, \ \/ Drov P•• c dance Ifh NMB Standard.. ]. Contractor MUST call the NMB In. Ilan DIA.I.. uc oe or above FOUNDATION REQUIRED IN UNSTABLE Gib- and all other applicable Penn, lnp ,gentles to ,ma ge for o Pre- Co- Iruallo. Meeting al Ieas1 72 hours prior Surface • Note: Center 1 - full length of water main pipe of SOILS. SEE NOTE N0. 4 I Pl.ns should be orHe same lamas, as od,inal appeared plans, in 2J "a 36" slxmonly,nddonein.AU CAD. h.ludeaddrcss.nameofp jen 18. restoration, p -ement replacement, to proposed start of eo..In t m. .W.-II, replacement, trench baekfllling and compaction cros,ings, alt,m,il,,Iy arrange pipes so joints m of or least 3 feel from joints In va uum storm o storm / and she,, number in Title clack ofrach Shea. 8. NMB I will Ina t ,II fae111Hes d by shall comply with the °ppil..bl. currant NMB, DCPWD n FOOT Standard.. force main,. At least 6 feet from joints In of PIPE O.D. PLUS 24 INCHES the Engineering Department All other requirements of and and pressure sewers, wosfewafer force mains or reelalmed 2 nice,rn.ecungax, oraeug ^amav,ngna renc[,.AS -bmb mr m ran. ASign i..fnw,i,n is mbccrascd and «pUeed with AS -boil, infonvtio, the lnln ,hDI be 1n accordance with theo- perm g agency 19. All gale valves to be realllsnl asst per water. TRENCH WIDTH 3. Sims. locationofall u„derground and oboes growxl faciliras within IOfcm o fcem...Iftc.fpipconplonandpmnle. LD.G.s,FPL, TVmer, standards and requirements. AWWA -0509. NOTES ' MANHOLES, FOR APPURTENANCES, OR IN WATER, 1 EXCAVATION AND BACKFILL AROUND 6ena.T[Icpnone.ac.and[A[I, baxim. sidessvlks, manholes. milt, plln.ae,in[IMding,Arlon numbers and ekw,ians. 9, Work performed under this project will not be 20. Where field .°.dill°.. require, as determined by WITHIN THEE SPECIFICCATIONS ymi y p gsm,ion uum gMmion uum 4.W nr:u sw,zr,r uxxr line muses on li, line. indicAe on ton lincludin heel end on pmfile lin[ludin ben and ...iderod , complete ,,,fit final acceptance of the ',M B, the war main shall be polyethylene encased In ayelem by the department and 111 the following TRENCH PROTECTION clewti.ns ore,enl. rdan,. with AWWA -CIO5. document. one re .sWed and approved by NMB: Trench e.eavallon protection .hell be ,... mpli,hed o s 2. UNLESS OTHERWISE SPECIFIED. BEDDING MATERIAL SHALL CONSIST OF SELECT BACKFILL MATERIAL 2" TAO%. SIZE. OR WASHED AND GRADED UMEROCK (3/8' - 7/8'). COMPACTED "AS- Ouils "amwing is for Th, ... Ibis r,,Tding rLaHer �falll be required by the provislons of Part 1926. Subpar) P. TO AT LEAST 90% OF MAX. DENSITY, 6' LIFTS, PER AASMO SPEC. NO. T -180. S. Nhen bath Rata arN swm linesarc immilea. ascpamu sit or Mytar rcgaircd eon • Eaaemenls, If squired (whether by dead or plat NMB HRS meet to Teaching and Shoring of the Oea<�upallanal fi TVhen w.nran,Var usver line arc insmlld in pdva,e pmpeny.mmll sire plan of pmpenF i >rcyuircJ slmsving <m,Ogum,ion atoll pipeline, aultabl r corded Drinking Water Facility Into Service. The Engineer ineer of y ° ) s ty g •Contractor's oalvsr and Release of Uan record hall p`ovide NMB with a sl9nee and aa°Ied Safety sons, Safety d Health Adminisir,Non* Standard, d Intarprel°tlons. 3. WHERE IF REQUIRED. SHEETING AND SHORING SHALL BE IN ACCORDANCE WITH SPECIFICATION. svi,hin eaumen, s. indi<minp progeny line suncy ana machlinn wi,h <orteslwnding Age numbcrs,ec. • Absolute Bill / Sole praaaure teal purl difying pro.... teat rosulis. , Contractor's Letter of Warranty 0I Letter Agreement) 4 WHERE UNSTABLE SOILS ARE ENCOUNTERED. INCLUDING PEAT, MACK OR OTHER ORGANIC 7. Provide aualucauun ske,eh Unap).lepal Jacdp,im, ufthe propenymbeurveJ. mxl scope ofpjcs, mbulaion i.e. (imclla,ion oT(vxI L.F. of • C°ntmetor's^Maµnt•nonce Bond (for I years O�UIR AT 8 "D.I.P svakr main: IxxIFH. azumblies: 1..12 "domes,ic unites; (c.I l' /;'i,dgation xrvitt;e,c. • A, -Bull) 3 1 ylar 24' 36' showing p..Ifl. 90RSOF IANX. DENSITY. 6CUFTS PER AAASIHO SPEC. -180. FPOUNDATION MATERIAL locations, depth,. 1,. of all water faellifie as I...led SHALL BE SELECT BACKFlLL MATERIAL, 2' MAXIMUM SRE, 6- URS. EXTEND EXCAVATION e. ^AS- Quill "Jmning to be the same wale as µemit,kasving (Plan - tin. =2OR; Profile - tin. =20n. (hodelaml tin =2l.Iven.l by licensed ayor, long with two (2) prints of the UNTIL A SUITABLE MATERIAL IS FOUND. "e.- Bully h,or been signed and aeaµsd ^y , 9. Fur largaP lees,xi,hm.re than one plan anJ pmfile page.pmvide menll plw ar key m. pin. Role 1ppmpria,z m.slmvv emiro pmjmnFine (Ilshee,.Ma,eb tires mxl shre, ,aches auplamprolile shvch, uhinJica,[ J in larye 1yµ a, appropriate lu[axons on a>nall plan she,,. Seale may be smalls than 1:30 for His pMn re lr30. I:s0. 1:3Ot u y registered s yor Engineer 7 ree d a d a dorsed by the Contractor In accordance Ilh NMB Slandarda. 5.IN A LOW PRESSURE SEWER SYSTEM USE SAND OR 14 RICE ROCK FOR SELECT BEDIIII NG AND 12' SELECT BACKFILL MATERIAL AS SHOWN ABOVE. MINIMUM 36' OF COVER. connection, from NMB mains to 10. All new ll IU. Tlx fallowing s,a,emen, isre uireJ,u D<includ<J anJ si meJ on':ha- Dulls "drawing: or 1, b by NM far be Inspected by NMB forces poor to baekfll. CITY OF NORTH MIAMI BEACH CITY OF NORTH MIAMI BEACH CITY OF NORTH MIAMI BEACH The lnflrma,IOn shorn hereon Ras e111eeled by represenmlivn of lM1is corµr•don Burin Ian,T lhh proje<I and 1, He besl,T PUBLIC SERVICES DEPARTMENT PUBLIC SERVICES DEPARTMENT PUBLIC SERVICES DEPARTMENT n kamdeage.na M1euen, [ampler,, r.ae.na rare[[,. 09/04 K.R. By; POTABLE WATER MAINS POTABLE WATER MAINS TYPICAL TRENCH BACKFILL Nnme nrcamroaar arsarwyar GENERAL NOTES GENERAL NOTES Seat Amh.dOcd rcpr,srnauv« RvvisN- lvnao0 Dote: Jul 2000 Seale: N.T.S. Ow F101b Fig: 300 Dole Revisions App,. by Y 9� 9: ole: Jul 2000 Scale: N.T.S. Dw F101< Fi 300A Oct. Oote Revisions ADD, by Y 9: 9: Reviains APPr. by Dole: Nov. 2000 � Fi9: 250 - FOR BIDDING PURPOSES ONLY I Fig: 360 R nox xeAyAL eehox / BeP"I'M1UM1DIG www.dll,unaM,w.mm -- - - DE81C>NED MJO DATE AUG. 2011 Calvin, Giordano & Associates, Inc. SUNNY ISLES BEACH FISHING PIER & ROBERTF, M.SWEENEY, P.E. STATE OF FLORIDA PROFESSIONAL ENGINEER SCALE SHEET: N.T.S. - - E % C E P T 1 0 N A L S 0 L U T 10 N S COLLINS AVENUE LICENSE No. 47506 WATER AND SEWER DETAILS - PRO�`�"° `'Z - ; IIIO 954me.7781 Fen Ib921,886 %,ae: 859.921.7781 fv. 854.921.8801 RESTAURANT 16501 _ 11- 4179. ' '=ED FOR SUNNY ISLES BEACH, FLORIDA IS �E�BID -- - ____RE - - - NO DATE VISION _ -BY NO DATE -_ - -By „', x Certificate of Authorization 514 DATE: AUGUST 29, 2012 SET RIGHT -OF -WAY VARIES _ ___ 3/4" THREADED BRASS LINE I' — —_ - -" 8Y -PASS LINE BYPASS DOUBLE CHECK VALVE UNPAVED PAVED METER ASSEMBLY— AROU CONCRETE ALL ND aaL vAW (2 REQ'D) � K SOD xcweitrssxx, o " s MATCH EXISTING PAVEMENT _ PP3E w Rrm,r�noR m c s a �_ - _ a o wo I GATE VALVE - PLAN 1E5t • (AS PER NOTE 3)---/ DOUBLE CHECK VALVE ��� BACKFLOW PREVENIER TEST COCK (TYP.) U.S. FOUNDRY /7615 VALVE �'� BOX AND EXTENSION .'1' '8° MIN. • '�,mvcA MM»MUU 18' ABOVE wcRE57 SpABOVE GHEE ON MEGAFLANGE SFLANNGEPADAPTER _ EBAA IRON SALES / 2100 SERIES O.S. & Y. GATE VALVES FORWFIRE BHYDRANT, caxracroxl HOSE EBB ._ -- - - -- - - (2 REQUIRED) —ell FIRE LINE IOU yR FLOOD ELLVARON FLANGED % PE `PSPOOL D 8" SPOOL PIECE, MIN. (TYP.) AND DOMESTIC SERVICE TO I I �i 6 "' U.S. FOUNDRY 47630 a.Canwc,aR a i 1/2° PREFORMED JOINT FLANGED DUCTILE IRON PIPE X 90' REO'D.) VALVE BOX (MDWASD Q3) > sews YPP.B z MATERIAL BETWEEN PIPE BEND (2 AND CONCRETE STAB FOR ALL OTHER VALVE APPLICATIONS sB�mTE n, I TOWBROI a�T E� IWL VUVE i� 6° CONCRETE SLAB = - ADJUSTABLE PIPE SUPPORT STANDS aRalB,uavAnax ROmmx w / #4 0 12° E.W. - _ REQUIRED ON 3° FIRE LINES FINISHED GRADE AND ABOVE (TYP.) T"� �� eY NYe • SECTION r r FROM MAIM qP MEEUUCS FIRE LINED \C�� D.I. PIPE 5���; � , xore e. aBAClmav PrevB,nw IM. . N ° 6' wxcROE suD . /1w1z' Ew. • RSGV VALVE, BOX & COVER (RESTRAINED) ( ) UTILITY OWNED CUSTOMER OWNED RESTRAINED JOINT 2 REO'D. TO THIS POINT FROM THIS POINT MECHANICAL JOINT � ,e.cOH Y 1s�vn1EDmwRa IAiFX THREADED EaASS ON aElttD COPPER PPING vw � NOTES: C.I.M.J x FLG. TAPPING VALVE uvarc�oi,aciro' __ _ ON NON RISING STEM CONCRETE ANCHOR PRIOR 1s1A=wEO e.canrncra0 isOw� mac cxla urzam AsaYar swu DE nc - ASSmm. xnwns em�itt u�crtx. TO TAPPING 3 ,Eauwm IF exuLOA avxE N YORE TwH 10 Aa raw wLw: a 1MN FLANGED JOIN TAPPING SLEEVE E—ER ,evcaxmA — NOTE: ____RE_ � B1 5 AIL AHO,f lYOIM IDDOB r0 EE RNxiD IRD NL lHaRa\mD JDNR 10 EE RHSM4m wON HEDNAIG RDYEa CLNOS NOTES 1. DUCTILE IRON M.J. TAPPING SLEEVES SHALL BE USED FOR PIPE, IYOL`E1X°''E"""" _ l NOTE: 1r,AaB.mE°AO+nnsimSOFxR ro:wx 1 T A5SETIBLY YUST BE WSGILED 11TH MINIIN HORIZONTAL ClEAEARX a 30' FREE FRou OBSTRUCT1Ox w Au GRECTD1a AND SHNL 6E A,.LTBSBE TO THE Cm AT ALL .. Au ExPoYD Bwa slid BE RAmm onu saEn BEE, 1 - -WR1— 3H'. a APPROVED — As PER —1 13 T. TANPEP sw7a swu PP FszaO w ssDnY As PPR xEnA 13. ES T N WHEN MAKING A FULL DIAMETER TAP. WHERE THE TAP IS LESS THAN THE . roBa O.A s xssolwe 2. THE 8'GItROW PRflSl11D11 ASSEMBLY SIWL � dl THE IPPM7.FD IRI OF FdNEY1gH FOR CROBR CgNECIDN cONTR01, u1MIB1Y a 50METN COEaEM cuRls,c m To e. REY.Cm RTEm1s artcla A55[YEIr SxAU BE USED ra xw HOArmoas ApAx Tax (YM Bmks OF wAm+l DIAMETER OF THE EXISTING MAIN, A STAINLESS STEEL SLEEVE MAY BE USED. :xix AVCOH�'OmreraDRBxcEn1 roReE,n COxmXRa I'RO.tOE N.ViliAL1URER8 CERRrI M m u.s.O. AppRO1IL aDH YMWY 1arROrRl1 CaAFH1tC a Ie'. FREE rR01, OBi1RL0Mx6 H ALL d2cRw5 2. TAP SLEEVE TO BE ROMAC STAINLESS STEEL STYLE (SST) OR JCM 432 FOR A.0 aROR, 1—FRIxsTAUATR3H 3. GIWi0m5T OR PROXYRAE, ENCLOBURE — BE REOUNM OEP010D0 011 SEE CONDRIONB 4. ALL EAPJSEO YETAWC THEADS Slaw BE CaTED xlnl RRUlVVM PANT. 9 TIE ASSFLaY HFlSi BE MTA11ID 1 B eAaaLaw RRLyt111aH ssEYNr vwc BE a+ nrz AsvaaEn Im a Fwamx ma CROSS morccm, edaRa OR PLASTIC PIPE. —KIE s DEVICE 51LNL NOT BE loam THAN THE N—T BPRVVLER HEAD. OTNERMSE USE A REDUCE PRESGWE ZONE ASSEMBLY ulrwnYn a saunoa rwreHm cONrwila TO mOV1a uvwArnvERS axlnunON a us.c APPLUVAL 3. WHEN TAPPING INTO A FORCE MAIN, AFTER COMPLETION OF THE TAPPING wYmBSSwxwx= l lasuacaAlwvcB 1 adULOA aREWxlax Assoaxs swu a ExTYa AssElam YauOwa spur a, wL3E As aEauaD e< use 1. iaRDetax OPERATION, A PLUG VALVE SHALL BE INSTALLED AFTER THE TAPPING VALVE. roR caoss wMECnOx Cox1RaC slnxvms CITY OF NORTH MIAMI BEACH CITY OF NORTH MIAMI BEACH CITY OF NORTH MIAMI BEACH PUBUC SERVICES DEPARTMENT CITY OF NORTH MIAMI BEACH PUBLIC SERVICES DEPARTMENT PUBLIC SERVICES DEPARTMENT PUBLIC SERVICES DEPARTMENT 03/12/01 SPECIFICATIONS K.R. 03/24/01 SPERIGTIONS KR 10 /1s /m Aoua ,nun /arslaa ocu¢1v, Y� wx/rza DOUBLE DETECTOR TYPICAL TAPPING VALVE SETTING TYPICAL 1 1/2" & 2" PRESSURE VACUUM BREAKER m /r1 /a Ao,w s xayaPH® xaE 4na e P Av/a CHECK CHECK VALVE ASSEMBLY (16" AND SMALLER) SERVICE & METER INSTALLATION IRRIGATION SYSTEM ONLY Be/13 /a a em u0 n xm. o. eleex xnx Dote Revisions Appr. by Dale: Nov. 2000 1 Scale: N.T.S. Dwg: F310 nq: 264 Dole Revisions APP,. by Dale: Nov. 2000 - Dwg: F122 I nq: 361 Dole Revisions APP,. by Dole: Nov. 2000 - Dwg: F125 Fiq: 330 Dole Revisions App,. by Dole: Nov. 2000 - Dwq: F124 Fig: 340 A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF COPPER TUBING EXTENDING ABOVE THE GROUND. THE TUBING SHALL BE INSTALLED WITH A 180' BEND AND A VALVE. CNMB PRIVATE PROPERTY 12 _ 12 _ vARIABLE _ PROP. ,• CLEAN -our 3/4 - COPPER TUBING OR PVC PIPE, AS APPROVED / TEST COCI( (TV REDUCED PRESSURE ZONE BACKRON tAY1dtPOBT ro BE \ jRRMNTION AiSEYeLr (SEE sp1E �4) TO PROP. PROP. , ELEV. SAN. SEWER / BY O.E.S 3/4 - va.vE v �._ EYAY. BTER PPE KH. 10. "' w • 5' P PLAT (SEE (ELf4D Is E 6' SS N THRO MEP PLANS FOR e60DDDn a 6' La1c 11ED PROP. 4° P.V.C. sue (SEE roTE 5) \ I CONTINUATION) BRASS NIPPLE BRASS NIPPLE SAN. SEWER LATERAL D REa1RTD) - 30' MIN. _. n SLOPE 1/8° PER FOOT 9 wEpP J - _ -- — 'Del i B. la' To 30'. we _ 21' CLEARANCE F4eT1 _ ? sOFaoPOT CdK Sue (SEE Ig1E,l) .1 W _- FINISHED _ i CRADE `v - 3 "'�il�\ \/ /1�\ \�ill� \� /. :-- •Ewa-. ..,: :: o• ^ >. , µ �8. - _ (AS r[mm) _ _ 6 `PROP. 4 °x4 °x4° WYE 6 - �w�l'PoR�1 BEER .. ,n �i�Tn = BRASS OR :.,•. N 0 INV. EL.47.38 _ COPPER . PIPE a MHOS ONLY ... T EXIST. 4' SAN. SEWER , J'7 THREADED BRASS OR WELDED COPPER 6' THE CONCRETE SLAB n WATER MAIN _I - PPE A FITTINGS ONLY 10 EXR7D 24' ON BOTH S06 A 12' 011 BpIH DDS - RUYBNG AS APPROVED By M OF 12' OR COUNTY PLUM 3 3 STAINLESS STEEL DOUBLE STRAP ar YrY w.rH rtac �� CORPORATION STOP SERVICE SADDLE YY w Icaum tvoa o. oDmYasRUm SANITARY SEWER LATERAL PROFILE e r< mom Y,x,x aw. x nwl®.Ix .1wmc nYn w1 avnas ww. Y uvm wN RAa CITY OF NORTH MIAMI BEACH SCALE: 1 " =20' HORIZ. 1 " =2' VERT. SAMPLING POINTS SHALL BE LOCATED AND LATER PUBLIC SERVICES DEPARTMENT REMOVED AS REQUIRED BY MIAMI -DADE COUNTY HEALTH DEPARTMEM- Dale Revisions Approvetl by CORPORATION STOP SHALL BE REMOVED AND SADDLE PLUGGED 06/04 J.C. K.R. TYPICAL 3/4" TO 2" WITH A BRASS FITTING. REDUCED PRESSURE BACKFLOW ASSEMBLY INSTALLATION Dole: June 2004 Dwq: F1 23A Rq: 125A CITY OF NORTH MIAMI BEACH PUBLIC SERVICES DEPARTMENT BACTERIOLOGICAL DETAIL Date Revisions App,. by Dole: July 2000 - Dwg: F106 Giq. 380 B BENx YRAfA BeLOx A B CALL pll / EEORE YOU TD www.YllwmNa.DOm FOR BIDDING PURPOSES ONLY - ENEY, P.E. �. S DESIGNED MJO Calvin, F. MCSWE SCALE SHEET: lAlwn, Giordano Associates, IOC. STATE OF FLORIDA OFESSIONAL ENGINEER TED DATE AUG 20+1 SUNNY ISLES BEACH FISHING PIER & � AS NO TIED __ E X C E P T I O N A L 10 L O T I O N 5 LICENSEND.47508 CHECKED BA, WATER AND SEWER DETAILS PROJECT No /+Q 2011 1BDDT�D- Si- 6DD,F.L.4.AEI,.RaHR ;3316 RESTAURANT 16601 COLLINS AVENUE -ln9 VJJ DATE AUG _ _tt % PURPOSE OF THIS SET ISSUEDFOR Pho 954.911.7791 fu 954.921.6807 SUNNY ISLES BEACH, FLORIDA DATE: AUGUST 29, 2012 BID SET', NO DATE REVISION BY NO DATE REVISION BY DATE AuG. eon • Certificate of Authorization 514 FISHING PIER AND RESTAURANT UTILITIES UNIT PRICE BID SCHEDULE Bid Estimated Estimated Item Description Quantity Unit Unit Price Total I. General Conditions 1 Mobilization and Demobilization (Includes general conditions, permit fees, NPDES Compliance, administration, etc.) 1 LS _ 2 Maintenance of traffic per FDOT including temporary striping and signage, barricades, barriers, arrow panels, etc. as required, in coordination with FDOT & Sunny Isles Beach Police Department. 1 LS Sub-Total General Conditions II. Civil 3 Furnish and Install 8" PVC Water Main (Inclusive of all bends, fittings, appurtenances, backfill, compaction, excavation, bedding, compaction, testing, certification permitting/approval and restoration) 418 LF 4 Furnish and Install 4" DIP Fire Main (Inclusive of all backfill, compaction, excavation, bedding, compaction, testing, certification permitting/approval and restoration) 85 LF 5 Furnish and Install 12"x8" TS&V (in FDOT ROW) 1 LS 6 Furnish and Install FH Assembly (complete) (Inclusive of all backfill, compaction, excavation, bedding, compaction, testing, certification permitting/approval and restoration) 1 LS 7 Furnish and Install 8" gate valve in FDOT r/w 1 EA 8 Furnish and Install 8"x6" tee 1 EA 9 Furnish and Install 6" gate valve 1 EA 10 Furnish and Install 4"x4" tee 1 EA 11 Furnish and Install 4" gate valve 1 EA 12 DIP fittings (complete w/restraints) 1 LS 13 Sample Points 3 EA 14 Furnish and Install 1" HDPE Service (Inclusive of all backfill, compaction, excavation, bedding, compaction, testing, certification permitting/approval, restoration and connection at existing bathroom) 90 LF 08/12 00300-2 11-4179 FISHING PIER AND RESTAURANT UTILITIES UNIT PRICE BID SCHEDULE Bid Estimated Estimated Item Description Quantity Unit Unit Price Total 15 Furnish and Install 5/8" Meter w/backflow 1 LS 16 Furnish and Install 2" HDPE Service (Inclusive of all backfill, compaction, excavation, bedding, compaction, testing, certification permitting/approval, restoration and connection at existing restaurant) 90 LF 17 Furnish and install 1" meter w/backflow 1 LS 18 Furnish and Install 4 RPZ Assembly 1 LS 19 Connect and Test 4" FDC Line 1 LS 20 Connect and Test 8" WM 1 LS 21 Furnish and Install 4" Sanitary PVC Lateral 60 LF 22 Furnish and Install 4" PVC Wye 1 EA 23 Furnish and Install three (3) 2" PVC Communications Conduits (450 LF trench) 1,350 LF _ 24 Furnish and Install 4" PVC Clean Out 1 EA 25 Sidewalk Restoration (per FDOT) 1 LS 26 Curb & Gutter Restoration 1 LS 27 Paver Restoration 1 LS 28 Landscape & Irrigation Restoration 1 LS 29 Pavement Restoration (per FDOT specs, full lane width 100') 1 LS 30 Sod Restoration 1 LS 31 Pavement Marking Restoration 1 LS 32 Concrete Flume 1 EA 33 Flare End Curb 6 EA Sub-Total Civil TOTAL BASE BID (Items I Thru II) $ Written (Contractor) (Date) 08/12 00300-3 114179 FISHING PIER AND RESTAURANT UTILITIES UNIT PRICE BID SCHEDULE Bid Estimated Estimated Item Description Quantity Unit Unit Price Total Additional Alternative 1 Secure site & stand-by for 24 hours (M-F) (up to 4 per 24 consecutive weekdays.) hours 2 Secure site & stand-by for 5 consecutive weekdays. Notes: 1. Quantities are not guaranteed. 2.Unit price adjustments only after 125% increase/decrease. 3. All pricing is inclusive of excavation, installation, material, bedding, compaction, testing, certification, approval, shop drawings and restoration. 4. Work includes chlorination Bac T's. 5. DOH acceptance, MDFR acceptance. 6. Paver& landscape restoration with equal or better material as approved via submitted and sample. 7. Contractor to reuse existing pavers, if new pavers are required sample of material and color match must be submitted and approved. 08/12 00300-4 11-4179