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Item I2 1.2 County of Monroe P W ;� w 1rJ� BOARD OF COUNTY COMMISSIONERS r,�� Mayor Craig Cates,District 1 The Florida Keys Mayor Pro Tem Holly Merrill Raschein,District 5 y Michelle Lincoln,District 2 James K.Scholl,District 3 Ij David Rice,District 4 County Commission Meeting March 22, 2023 Agenda Item Number: I.2 Agenda Item Summary #11854 BULK ITEM: No DEPARTMENT: Emergency Services TIME APPROXIMATE: STAFF CONTACT: James Callahan (305) 289-6088 N/A AGENDA ITEM WORDING: Approval by BOG to advertise Request for Proposals (RFP) for Installation of Fire Hydrants. ITEM BACKGROUND: Monroe County Fire Rescue is requesting approval to issue a Request for Proposal (RFP)to contract services for the installation of fire hydrants to provide a higher level of water supply for fire suppression throughout Monroe County. Competitive proposals are required in order to contract for such services, in accordance with the current edition of the Monroe County Purchasing Policy. PREVIOUS RELEVANT BOCC ACTION: None. CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATION: Approval to Advertise. DOCUMENTATION: RFP Fire Hydrants 2.23.23 w-attachments FINANCIAL IMPACT: Effective Date: TBD Expiration Date: TBD Total Dollar Value of Contract: TBD Total Cost to County: N/A Current Year Portion: N/A Budgeted: $150,000 Packet Pg. 2490 1.2 Source of Funds: 141/11500/SC_00103 Capital Outlay Infrastructure CPI: N/A Indirect Costs: N/A Estimated Ongoing Costs Not Included in above dollar amounts: N/A Revenue Producing: N/A If yes, amount: Grant: N/A County Match: N/A Insurance Required: N/A Additional Details: N/A REVIEWED BY: Christina Cory Completed 03/07/2023 3:59 PM RL Colina Completed 03/07/2023 4:02 PM Purchasing Completed 03/07/2023 4:08 PM Brian Bradley Completed 03/07/2023 4:12 PM Budget and Finance Completed 03/07/2023 4:14 PM Lindsey Ballard Completed 03/07/2023 4:17 PM Board of County Commissioners Pending 03/22/2023 9:00 AM Packet Pg. 2491 1.2.a COMPETITIVE SOLICITATION: Request for Proposals INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY MONROE COUNTY FIRE RESCUE - O 18 23 a tr C CL w` o �e N C1 y 3/ / �p y coij,4 IN SNE BOARD OF MONROE COUNTY COMMISSIONERS Mayor David Rice Mayor Pro Tem Craig Cates Commissioner Michelle Lincoln Commissioner Jim Scholl U) Commissioner Holly Merrill Raschein c� COUNTY ADMINISTRATOR CLERK OF THE CIRCUIT COURT Roman Gastesi Kevin Madok M c14 CN U) CU MONROE COUNTY FIRE CHIEF James Callahan X 2 February 2023 Prepared by Monroe County Fire Rescue c� Packet Pg. 2492 1.2.a NOTICE OF REQUEST FOR PROPOSALS NOTICE IS HEREBY GIVEN that on , 2023, at 3:00 P.M., the Monroe County Purchasing Office will receive and open sealed responses for the following: INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY,FLORIDA 4- 0 Pursuant to F.S. 50.0211(3)(a), all published competitive solicitation notices can be viewed at: www.floridapublicnotices.com, a searchable Statewide repository for all published legal notices. Requirements for submission and the selection criteria may be requested from DemandStar at www.demandstar.com OR www.monroecouniybids.com. The Public Record is available upon request. 0 Monroe County Purchasing Department receives bids electronically. Please do not mail or attempt 0. to deliver in person any sealed bids. Mailed/physically delivered bids/proposals/responses WILL 0- NOT be accepted. 9 The Monroe County Purchasing Department hereby directs that bids be submitted via email to: OMB-B IDS L&monroecoun1y fl.gov, no later than 3:OOP.M., on 2023. Please submit �- your confidential financial information in a SEPARATE EMAIL from your bid and required documents. Your subject line on both emails must read as follows: INSTALLATION OF FIRE HYDRANTS (DATE) > Files that do not contain this subject line WILL BE REJECTED. Please note that the maximum file 0 size that will be accepted by email is 25MB. Please plan accordingly to ensure that your bid is not rejected due to the file size. Should your bid documents exceed 25MB or otherwise be rejected or undeliverable to OMB-BIDS(&-monroecount -fl. ov, in advance of the bid opening, please email: � omb-purchasin &monroecouniy fl.gov so accommodations for delivery of your bid can be made prior to the bid opening. Please be advised that it is the bidder's sole responsibility to ensure delivery of their bid and waiting until the bid opening to address or confirm your bid submission delivery E will result in your bid being rejected. The bid opening for this solicitation will be held virtually, via the internet, at 3:00 P.M., on 2023. You may call in by phone or internet using the following: Join Zoom Meeting https:Hmcbocc.zoom.us/i/4509326156 Meeting ID: 4509326156 U) One tap mobile: CU +16465189805„4509326156(New York) +16699006833„4509326156(San Jose) X Dial by your location: i2 +1 646 518 9805 (New York) LL +1 669 900 6833 (San Jose) W Publication dates: Citizen: Wednesday, E E Keys Weekly: Thursday, News Barometer: Friday, Page 2 of 72 Packet Pg. 2493 1.2.a TABLE OF CONTENTS Section Description Form Page 1 Instructions 4-9 0 0 2 Licensure and Insurance Re uirements 10 -4 3 Proposal Grading-Criteria--------------------------------------------------------------------------------------------------- 1-1-------------------------- 0 Sco p - - ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----e of Work 12-13 a -------------------- 5 Proposal Form A-------------------------------------14-20-------------------- c� -6 - Pro osal Exhibit Form Attachments - 21-39 ------------------------------------------------------ p - -- - - ------------------------------------------------------------------------------------------------------------------------------- -------------------- Contractor's ualification Statement B 22723 List of Equipment and Facilities C 24 2 Contractor's - - - --- ure ----- -- ---------------------------------------------------------------------------------------------------------------------------------------------25------------------------- M --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - -------------------------- 0 Contractor's General Plan of Execution E 26 0 Contractor's Experience/Letters of Reference F 27 -------------------------------------------------------------------------------------------------------------------------------------------------------------------- Indemnification and Hold Harmless Form G 28 49 Request for Waiver of Insurance Re uirements H 29 ) q -q -------------------------------------------------------------------------------------------------------------------------------- Non-Collusion Affidavit I 30 -Anti-Kick Back Afbdavit----------------------------------------------------------------------------------------------------------------------J-------------------------------------------31------------------------- Jurat Re resentative Acknowled ement K 32 P g - - ----Public-Entity--Crime-Statement-Form - ----L------------------------------------------33-------------------------- > ---------------------- Ethics Clause Form_ M 34 -Trench Safe------Act Form-------------------------------------------------------------------------------------------------------------------------N------------------------------------------35-------------------------- ----- --- - - --- - - ---------------------------------- - ------------------------------------------------------------------------------------- OSHA Standards Acknowledgement Form 0-----------------------------------------_36------------------- ra-------------------------------------------------------------------- -Drug-Free Workplace-Form----- --- ----------------------- -------- ----------------------------------------P-------------------------------------------37------------------------- Vendor Certification/Scrutinized Companies List Q 38 ---------------------------------------------------------------------------------------------------------------------------------------------------------- Local Preference Form (if applicable) R 39 Monroe County Contract Change Order Form S 40 --- --- --- --- --- Change Order Attachment T 41 c� 7 Sample Construction Contract(DRAFT) 42-65 Exhibit A: FKAA Minimum Design and Construction -Standards and Specifications -------------------------------------------------------------------------------------------- ---------------------------------------------------------- N CU E c� Page 3 of 72 Packet Pg. 2494 1.2.a SECTION ONE: INSTRUCTIONS TO RESPONDENTS 1.0 PROJECT DESCRIPTION 1.1 The Respondent awarded a contract shall provide for the initial Installation of up to six (6) fire hydrants and the future Installation of up to twenty-six (26) fire hydrants in unincorporated U_ Monroe County Florida. This shall be a three (3)year contract, subject to the annual approval of 0 the Monroe County Fire Chief, the Office of Management and Budget and the Board of County Commissioners of Monroe County, Florida. The Proposal shall take into consideration that the County's performance and obligation to pay under this contract is contingent upon an annual appropriation of funding by the Board of County Commissioners. Work will be assigned by Notice to Proceed each year and will be assigned based on budgeted funds. If funds are not 0 available to cover all fire hydrants for each proposed year, then only a portion of the work may 2 be assigned through a Notice to Proceed. Additionally,upon the availability of funding,the Board U) 0. of County Commissioners may extend the contract for an additional two (2) years to install 0- additional fire hydrants. 1.2 All submissions must remain valid for a period of ninety (90) days from the date of the deadline U) for submission stated above. The Board will automatically reject the response of any person or �- affiliate who appears on the convicted vendor list prepared by the Department of Management Services, State of Florida, under Sec. 287.133(3)(d), Florida Statutes. 1.3 Monroe County reserves the right to reject any or all Proposals and to waive informalities, except timely submission of Responses, to re-advertise for Proposals or to take any other actions that may be deemed in the best interest of Monroe County. As a matter of information to Respondents, Monroe County does not bind itself to accept the minimum specifications stated 0 herein,but reserves the right to accept any Proposal,which in the judgment of the Monroe County CL Board of County Commissioners will best serve the needs and interests of Monroe County. < U) 1.4 Once the proposal process has been completed, the successful Respondent's Proposal package will be presented to the Monroe County Board of County Commissioners for review and approval and shall ultimately become a part of the contract. 1.5 COPIES OF REQUEST FOR PROPOSALS (RFP) DOCUMENTS 1.5.1 Only complete sets of RFP documents will be issued and shall be used in preparing responses. The County does not assume any responsibility for errors or misinterpretations U) resulting from the use of incomplete sets. CU 1.5.2 Complete sets of RFP documents may be obtained in the manner and at the locations 2 stated in the Notice of Request for Proposals. 1.6 DISQUALIFICATION OF RESPONDENT 1.6.1 NON-COLLUSION AFFIDAVIT: Any person submitting a proposal in response to this invitation must execute the enclosed NON-COLLUSION AFFIDAVIT. If it is discovered that collusion exists among the Respondents, the proposals of all participants in such Page 4 of 72 Packet Pg. 2495 1.2.a collusion shall be rejected, and no participants in such collusion will be considered in future proposals for the same work. 1.6.2 PUBLIC ENTITY CRIME: A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a proposal on a contract to provide any goods or services to a public entity, may not submit a proposal U_ on a contract with a public entity for the construction or repair of a public building or 0 public work, may not submit Proposals on leases or perform work as a respondent 0 supplier, or subcontractor under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017,Florida Statutes,for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. Category Two: $25,000.00 0 cu 1.6.3 DRUG-FREE WORKPLACE FORM: Any person submitting a proposal or bid in U) 0. response to this invitation must execute the enclosed DRUG-FREE WORKPLACE 0- FORM and submit it with his proposal. Failure to complete this form in every detail and submit it with the proposal or bid may result in immediate disqualification of the proposal 49 or bid. U) a� 1.6.4 LOBBYING AND CONFLICT OF INTEREST ETHICS CLAUSE: Any person submitting a proposal or bid in response to this invitation must execute the enclosed LOBBYING AND CONFLICT OF INTEREST CLAUSE and submit it with his proposal or bid. Failure to complete this form in every detail and submit it with the proposal or bid may result in immediate disqualification of the proposal or bid. 0 0 1.7 EXAMINATION OF REQUEST FOR PROPOSAL DOCUMENTS 1.7.1 Each Respondent shall carefully examine the Request for Proposal and other Contract Documents and inform himself thoroughly regarding any and all conditions and requirements that may in any manner affect cost, progress, or performance of the work to be performed under the contract. Ignorance on the part of the Respondent shall in no way relieve him of the obligations and responsibilities assumed under the Contract for performance of the Scope of Work. 1.7.2 Should a Respondent find discrepancies or ambiguities in, or omissions from, the specifications, or should he be in doubt as to their meaning, he shall at once submit a request for clarification in writing to the party identified in Section 1.8 of these Instructions. U) 1.7.3 Examination of Specification. Before submitting a Proposal, each Respondent is required CU to be thoroughly familiar with the specifications contained herein. No additional allowances will be made because of lack of knowledge of the conditions, including distance of travel. It is the a� responsibility of the successful Respondent to ascertain if any components of the specification are unsafe or contrary to current applicable regulations. If any unsafe or unlawful criteria are U_ contained herein; these criteria shall be identified, thoroughly explained and provided in writing W to Monroe County prior to the deadline for Interpretations, Clarifications and Addenda identified on this RFP. The Addenda for such criteria shall be included in the Proposal submitted in the E Response to this RFP. Page 5 of 72 Packet Pg. 2496 1.2.a 1.8 INTERPRETATIONS, CLARIFICATIONS,AND ADDENDA 1.8.1 No oral interpretations will be made to any Respondent as to the meaning of the contract documents. Any requests for interpretation or clarification must be directed, in writing by email, to: U- Zully Hemeyer, Sr. Performance Analyst 0 Monroe County Fire Rescue Office 490 63rd Street Ocean Marathon, FL 33050 U) 305-289-6020 Office 305-289-6336 FAX Email: Hemeyer-zullyL&monroecounty-fl. ov 2 U) 0 0. 1.8.2 All inquiries or requests for interpretation shall be received seven (7) or more days prior to the 0- date fixed for opening of Responses in order to be given consideration. All such answers, changes or interpretation will be made in writing in the form of an Addendum and, if issued, will be furnished to all 49 known prospective Respondents prior to the established Proposal opening date. Each Respondent shall U) acknowledge receipt of such addenda in his Proposal. In case any Respondent fails to acknowledge �- receipt of such addenda or addendum, his response will nevertheless be construed as though it had been received and acknowledged and the submission of his Response will constitute acknowledgment of the receipt of same. All Addenda are a part of the Contract Documents, and each Respondent will be bound by such Addenda, whether or not received by him. It is the responsibility of each Respondent to verify that he has received all Addenda issued before Responses are opened. 0 1.9 GOVERNING LAWS AND REGULATIONS 0 The Respondent is required to be familiar with and shall be responsible for complying with all federal, state, and local laws, ordinances, rules, and regulations that in any manner affect the work. Knowledge of business tax requirements, including producing a copy of a valid business tax receipt; and obtaining such licenses for Monroe County and municipalities within Monroe County are the responsibility of the Respondent. c� The Respondent shall include in his bid prices all sales, consumer,use and other taxes required to be paid in accordance with the law of the State of Florida and the County of Monroe. Monroe County is exempt from all local, state, and federal sales and use taxes. M Ci 1.10 PREPARATION OF RESPONSES Signature of the Respondent: The Respondent must sign the response forms in the space provided for the CU signature. If the Respondent is an individual, the words "doing business as or "Sole >% Owner" shall appear beneath such signature. In the case of a partnership, the signature of at least one of a� the partners must follow the firm name and the words "Member of the Firm" should be written beneath iz such signature. If the Respondent is a corporation,the title of the officer signing the Response on behalf U- of the corporation must be stated along with the Corporation Seal Stamp and evidence of his authority to W sign the Response must be submitted. The Respondent shall state in the Response the name and address of each person having an interest in the submitting entity. E c� Page 6 of 72 Packet Pg. 2497 1.2.a 1.11 SUBMISSION OF RESPONSES The Monroe County Purchasing Department has implemented an electronic process for receiving and opening sealed bids. DO NOT mail or attempt to deliver in person any sealed bids. Mailed/physically delivered bids/proposals/responses WILL NOT be accepted. The Monroe County Purchasing Department hereby directs that Response be submitted via email to: OMB-BIDSL&MONROECO TY- FL.GOV no later than 3:00 P.M., on Please submit your confidential financial U- information in a SEPARATE EMAIL from your bid and required documents. Your subject line on both 0 emails must read as follows: INSTALLATION OF FIRE HYDRANTS (DATE) U) Files that do not contain this subject line WILL BE REJECTED. Please note that the maximum file size 0 that will be accepted by email is 25MB. Please plan accordingly to ensure that your bid is not rejected 2 cu due to the file size. Should your bid documents exceed 25MB or otherwise be rejected or undeliverable U) 0. to OMB-B IDS L&MONROECO TY-FL.GOV, in advance of the Proposal opening,please email: omb- 0- purchasin�z(&monroecounty-fl.gov so accommodations for delivery of your bid can be made prior to the bid opening.Please be advised that it is the bidder's sole responsibility to ensure delivery of their bid and 49 waiting until the bid opening to address or confirm your bid submission delivery will result in your bid U) being rejected. �- 1.12 CONTENT OF SUBMISSION The Proposal submitted in response to this Request for Proposals (RFP)shall be 8-1/2"x I I white paper and bound; shall be clear and concise and provide the information requested herein. Statements submitted without the required information will not be considered. Responses shall be organized as indicated below. The Respondent should not withhold any information from the written response in anticipation of presenting the information orally or in a demonstration, since oral presentations or 0 demonstrations may not be solicited. Each Respondent must submit adequate documentation to certify the Respondent's compliance with the County's requirements. Respondent should focus specifically on the information requested. The following information, at a minimum, shall be included in the Submittal: 1.12.1 Cover Page:-A cover page that states "Proposal — Installation of Fire Hydrants in Monroe County". The cover page should contain Respondent's name, address,telephone , number, and the name and email address of the Respondent's primary contact person and proposed project manager. U) 1.12.2 Proposal Sections: The Request for Proposals is written around the specific needs of the CU Monroe County Fire Rescue department. The award shall be made to the Respondent whose Proposal meets the requirements of the Request for Proposals (RFP) and provides a� documentation sufficient to score highest for the criteria provided for the Work. Sections iz of the Proposal shall include the following: 0- W 1.12.2.1 Contractor's Qualifications Statement a� 1.12.2.2 List of Equipment and Facilities E 1.12.2.3 Licensure (Copies of all required licenses) Page 7 of 72 Packet Pg. 2498 1.2.a 1.12.2.4 Contractor's General Plan of Execution 1.12.2.5 Contractor's Experience/Letters of Reference 1.12.2.6 Indemnification and Hold Harmless Form 1.12.2.7 Evidence of Insurability 1.12.2.8 Non-Collusion Affidavit a� 1.12.2.9 Anti-Kickback Affidavit 1.12.2.10 Public Entity Crime Statement 0 1.12.2.11 Conflict of Interest Form 1.12.2.12 Lobbying & Conflict of Interest(Ethics) Clause Form 1.12.2.13 Trench Safety Act Form 1.12.2.14 OSHA Standards Acknowledgement Form 1.12.2.15 Drug Free Workplace Form 0 1.12.2.16 Local Preference Form 2 M U) 0 0. All Proposal forms identified must be signed and submitted with Proposal response in order to be deemed 0- responsive. 9 1.13 MODIFICATION OF RESPONSES U) Written modifications will be accepted from respondents only if addressed to the entity and address �- indicated in the Notice of Request for Proposals and received prior to Proposal due date and time. Modifications must be submitted in a sealed opaque envelope clearly marked on the outside, with the Respondents name and "MODIFICATION TO PROPOSAL — INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY". If sent by mail or by courier, the above-mentioned envelope shall be enclosed in another envelope addressed to the entity and address stated in the Notice of Request for Proposals. Faxed or e-mailed modifications shall be automatically rejected. 0 No modifications shall be submitted by Respondents or accepted by Monroe County after the date for submission. The signed Proposal shall be considered an offer on the part of the Respondent which officer shall be deemed irrevocable upon submittal and acceptance by Monroe County. However, a Respondent may withdraw his Proposal at any time and any date prior to the time the Responses are scheduled to be opened by may not thereafter be resubmitted. After the opening of Responses, no Proposal may be cancelled or modified except if there is a discrepancy in the numbers submitted, in which case,the lower amount shall be binding upon the Respondent. M 1.14 RESPONSIBILITY FOR RESPONSE The Respondent is solely responsible for all costs of preparing and submitting the response, regardless of whether a contract award is made by the County. CU 1.15 RECEIPT AND OPENING OF RESPONSES >% Responses will be received until the designated time and will be publicly opened. Respondents' names X " shall be read aloud at the appointed time and place stated in the Notice of Request for Competitive Proposals. Monroe County's representative authorized to open the responses will decide when the U_ specified time has arrived, and no Responses received thereafter will be considered. No responsibility will be attached to anyone for the premature opening of a Response not properly addressed and identified. Respondents or their authorized agents are invited to be present. E c� Page 8 of 72 Packet Pg. 2499 1.2.a 1.16 AWARD OF CONTRACT The recommendation of staff shall be presented to the Board of County Commissioners of Monroe County, Florida, for final selection and award of contract. If proposals are found to be acceptable to the U- County, a written notice of award will be given to the selected Respondent of the acceptance of the 0 Respondent's proposal and the award of the contract to Respondent. 1.17 EXECUTION OF CONTRACT U) The Respondent with whom a contract is negotiated shall be required to return to the County four (4) executed counterpart originals of the prescribed Contract. ,0 cu 1.18 LOCAL PREFERENCE U) 0. When reviewing responses,preference will be given to business entities or individuals residing and doing 0- business within the geographical limits of Monroe County, Florida in accordance with the Monroe County Code Section 2-349. 49 U) 1.19 DEFINITIONS Wherever used in these General Conditions or in the other contract documents the terms below have the meanings indicated which are applicable to both the singular and the plural thereof. The use of the terms "he", "him", "himself' or"his" shall refer to male and female persons alike and should not be construed as derogatory or discriminatory to female persons. 0 1.19.1 Purchaser —The end user of the equipment specified or the applicable purchasing agent for Monroe County Fire Rescue and the Board of Governors of Fire and Ambulance District 1 of 0 Monroe County through the Board of County Commissioners of Monroe County, Florida. d 1.19.2 Respondent — The individual, firm, partnership, manufacturer or corporation to whom the contract is awarded by the County and who is subject to the terms thereof. For purposes the terms, Bidder, and Respondent, and vendor are synonymous. 1.19.3 Equal — Shall be taken in it is general sense and shall not mean identical. These specifications are for the sole purpose of establishing minimum requirements for the level of quality, standards of performance and design and is in no way intended to prohibit the bidding of any manufacturer's item of equal material. U) 1.20 TIE BREAKER PROCEDURE In the event the same competitive solicitation amounts are received from two (2) or more responders who are considered by the BOCC to be equally qualified and responsive or when two a� (2) or more responders are equal in rank and score, and only one (1) of the responders has a principal place of business in Monroe County, FL, the award shall be to the responder who has a U- principal place of business located in Monroe County, FL, except where prohibited by federally W funded contracts. Otherwise, the tie will be resolved by draw from an opaque container. 1.21 PROTEST PROCEDURE Page 9 of 72 Packet Pg. 2500 1.2.a Any Bidder/Respondent/Proposer who claims to be adversely affected by the decision or intended decision to award a contract shall submit in writing a notice of protest which must be received by the County within seventy-two (72) hours or three (3) business days, whichever is less, after the posting of the Notice of Decision or Intended Decision on DemandStar or posting of the Notice of Decision or Intended Decision on the Monroe County Board of County Commissioner' agenda, whichever occurs first. Additionally, a formal written protest must be submitted in writing and U_ must be received by the County Attorney's Office seventy-two (72) hours or three (3) business 0 days prior to the Board of County Commissioner's meeting date in which the award of contract by the Board of County Commissioners will be heard. The only opportunity to address protest claims is before the BOCC at the designated public meeting in which the agenda item awarding the contract is heard. In accordance with the Rules of Debate as set forth in the Monroe County Board of County Commissioners Administrative Procedures, the Bidder/Respondent/Proposer 0 that filed the protest is responsible for providing the Clerk with his/her name and residence prior 2 to the agenda item to award the contract being called in order to preserve their opportunity to be U) 0. heard on this matter. An individual has three(3)minutes to address the Commission and aperson 0- representing an organization has five(5)minutes to address the Commission. The BOCC decision to award the contract is final and at their sole discretion. Failure to timely protest within the times prescribed herein shall constitute a waiver of the ability to protest the award of contract,unless it U) is determined that it is in the best interest of the County to do so. The filing _of a protest shall not of a protest shall not �- stop the solicitation, negotiations, or contract award process, unless it is determined that it is in the best interest of the County to do so. 0 0 CL CL U) c� c� �s c� �i U) CU E c� Page 10 of 72 Packet Pg. 2501 1.2.a SECTION TWO: LICENSE AND INSURANCE REQUIREMENTS 2.0 For the purposes of the Request for Proposals, the following licenses and insurances shall be considered minimum requirements. Complete insurance requirements are provided in the attached Sample Contract. a� 2.1 Licensure Requirements: 0 2.1.1 Copy of current Underground Utility and Excavation Contractor's License and permit to a operate in the state of Florida. 2.1.2 Copy of the Intermediate or Advanced Maintenance of Traffic certifications for all personnel as applicable to work. 2.1.3 Copy of Florida driver's license(s) for all personnel who will be responsible for 0 transportation equipment or activities to be provided herein. 2 2.1.4 Copy of Local Business Tax Receipt. U) 0. 2.1.5 Copy of Certificate of Competency. 0- 2.1.6 Copy of Occupational License. 2.1.7 Copy of insurance claim loss records for Respondent for past three (3)years. 49 U) 2.1 Certificate of Insurance and Insurance Requirements: The Respondent shall be responsible for all necessary insurance coverage as indicated on the Contract for performance of the Work. Certificates of Insurance must be provided to Monroe County within ten (10) days after award of contract, with Monroe County BOCC listed as additional insured as indicated. If the proper insurance forms are not received within the ten (10) day period, the contract may be awarded to the next selected Respondent. Policies shall be written by companies licensed to do business in the State of Florida and having an agent for service of process in the State of Florida. Companies shall have an A.M. Best rating of A- and a Financial Size of VI or better. The required insurance shall be maintained at 0 all times while Respondent is providing service to the County. d 2.2 See Sample Contract for complete requirements. c� M c14 M c14 CN U) E c� Page 11 of 72 Packet Pg. 2502 1.2.a SECTION THREE: PROPOSAL GRADING CRITERIA (Determination of Successful Respondent) 3.0 A notice of award shall be issued to the successful Respondent. X 3.1 The successful Respondent will be determined by analysis of Proposals. Monroe County Fire Rescue shall review, evaluate, and score criteria as follows: 0 3.1.1 The Price Proposal—25 points 3.1.2 The Proposed Permitting and Installation Service turnaround time for fire hydrants —25 points 3.1.3 The Qualifications Statement— 15 points 3.1.4 Prior history of fire hydrant installation or replacement in Monroe County— 10 points 0 3.1.5 The financial stability of the proposer—15 points 2 M 3.1.6 Location of Respondent-5 points U) 0. 3.1.7 Local preference—up to 5 points 0- 3.2 In performing the evaluation, only information contained within the Respondent's written proposal shall be considered. ) 3.3 Monroe County reserves the right to accept or reject any or all Proposals. Monroe County also reserves the right to: 3.3.1 Waive any non-substantive irregularities and technicalities. 3.3.2 Reject the Proposal of any Respondent who has previously failed in the proper performance of a contract of a similar nature, who has been suspended or debarred by another government entity, or who is not in a position, financial or otherwise as deemed by Monroe County,to perform under this award; and 0 3.3.3 Inspect all facilities of Respondents in order to make a determination as to its ability to perform. U) 3.4 Monroe County reserves the rights to reject any offer or proposal if the prices for any line items or sub line items are materially unbalanced. An offer is materially unbalanced if it is mathematically unbalanced, and if there is reason to believe that the offer would not result in the lowest overall cost to the County, even though it is the lowest evaluated offer. 3.5 An offer is mathematically unbalanced if it is based on prices which are significantly less than fair market price for some proposal line item and significantly greater than fair market price for other proposal line items. Fair market price shall be determined based on industry standards, comparable U) proposals or offers, existing contracts, or other means of establishing a range of current prices for which CU the line items may be obtained in the marketplace. 2 3.6 The Purchasing Director, citing the basis for the determination, shall make the determination of whether a particular offer or proposal is materially unbalanced in writing. U_ W 3.7 The County shall be the final authority in the award of this proposal. c� Page 12 of 72 Packet Pg. 2503 1.2.a SECTION FOUR: SCOPE OF WORK 4.0 The Scope of Work has been segregated into annual components in order to meet the budget constraints identified for Monroe County Fire Rescue. The "Florida Keys Aqueduct Authority (FKAA) 5, Construction Specifications and Details" shown as "Exhibit A" shall provide the specification for the fire hydrant installation. Coordination and permitting with the FKAA shall also be required. U- 4- 0 Year I consists of the installation of up to six (6) fire hydrants, and subsequent years will consist of up to five (5) hydrants. Assignment of work shall be based on available funding. The following is a list of the general proposed locations with corresponding GPS coordinates. Year 1 No. Location Latitude Longitude ,0 1 Overseas Highway and N Conch Ave (Ocean), Conch Key 24.78897 -80.88863 2 2 Sandy Cir W and N Sandy Cir, Big Pine Key 24.67600 -81.36419 3 E Sandy Cir and Linda St,Big Pine Key 24.67404 -81.36236 C, 0 4 Key Deer Blvd and Pond Ln, Big Pine Key 24.67732 -81.36127 5 Wilder Rd and L ttons Way, Big Pine Key 24.67637 -81.35636 LR 6 Wilder Rd and 15'Street, Big Pine Key 24.68078 -81.35623 U) a� Years 2 through 5 shall consist of new fire hydrant installations as follows: Year 2 No. Location Latitude Longitude 1 Ixora Dr and Palm Dr, Big Pine Key 24.67830 -81.35208 2 Wilder and Winifred St, Big Torch Key 24.68339 -81.35593 d 3 Avenue A and Gordon Dr, Big Pine Key 24.68626 -81.35590 0 4 Watson Blvd and Prince Rd, Big Pine Key 24.69154 -81.35779 5 Watson Blvd and Warbler Ln, Big Pine Key 24.69544 -81.35718 0 Year 3 EL No. Location Latitude Longitude 1 Mariposa Road and Coral Ave, Ramrod Key 24.66479 -81.41145 2 Old State Road 4A and Coral Ave, Ramrod Key 24.66192 -81.41145 3 Dolphin Road and Coral Ave, Ramrod Key 24.66305 -81.41143 4 1 Mariposa Rd and Mariposa Rd, Ramrod Key 24.66585 1 -81.40771 5 Mariposa Rd and Lesbrohnde Dr, Ramrod Key 24.66542 -81.41027 Year 4 3: No. Location Latitude Longitude 1 Overseas Highway and Dobie St, Summerland Key 24.66195 -81.45646 C14 N 2 Indian Mound Dr and Navajo St, Sugarloaf Key 24.66915 -81.52759 3 Indian Mound Dr and Aztec, Sugarloaf Key 24.66781 -81.52701 4 Seminole St and Cherokee St, Sugarloaf Key 24.66717 -81.52908 5 Date Palm Drive, Sugarloaf Key 24.66293 -81.52543 X Year 5 2 No. Location Latitude Longitude 1 Crane Blvd and Loggerhead Ln, Sugarloaf Key 24.66875 -81.53379 2 Crane Blvd and Pelico Rd, Sugarloaf Key 24.6220 -81.53095 3 Crane Blvd and Date Palm Drive 24.66295 -81.53073 4 Crane Blvd and Te uesta St, Sugarloaf Key 24.66590 -81.53061 5 Crane Blvd and Canal Dr, Sugarloaf Key 24.66384 -81.53075 CU Page 13 of 72 Packet Pg. 2504 1.2.a SEE EXHIBIT "A" For the Florida Keys Aqueduct Authority Minimum Design and Construction Standards and Specifications which are also available at www.fkaa.com. 4- 0 U) 0 U) 0 CL 0 U) Cr 0 0 CL CL U) c� c� c� N U) 2 LL LL c� Page 14 of 72 Packet Pg. 2505 1.2.a SECTION FIVE: PROPOSAL FORM A PROJECT NAME: Installation of Fire Hydrants in Monroe County. INFORMATION REQUIRED TO BE PROVIDED 1. In order to determine if the persons or entity submitting proposals are responsible, all Proposals 0 for contracts to be awarded under this section must contain the following information: A. A list of the entity's shareholders with five percent (5%) or more of the stock or, if a general partnership, a list of the general partners; or, if a limited liability company, a list of its members; if a solely owned proprietorship, names(s) of owner(s). A copy of 0 documentation demonstrating that the entity is a legally viable entity shall be attached. 2 U) 0 0. B. A list of the officers and directors of the entity. 0- C. Relevant Experience: The number of years the person or entity has been operating and, if 49 different, the number of years it has been providing the service, goods, or construction U) services called for in the proposal specifications (include a list of similar projects). �- a� D. The number of years the person or entity has operated under its present name and any prior names. E. Answers to the following questions regarding claims and suits: 0 a. Has the person or entity ever failed to complete work or provide the goods for 0 which it has contracted? (If yes,provide details of the job, including where the job was located and the name of the owner.) U) YES NO c� b. Are there any judgments, claims, arbitration proceeding or suits pending or outstanding against the person, principal of the entity, or entity, or its officers, directors,or general partners(this specifically includes any present or prior entities in which the person, principal, entity, officer, director or general partner of the proposing entity has been involved as a person, principal, entity, officer, director CU or general partner in the last five (5) years)? (If yes, provide details, include enough information about the judgment, claim, arbitration, or suit so that the Owner will be able to obtain a copy of the judgment or claim or locate the suit by 2 location and case number.) 0- U- YES NO c� Page 15 of 72 Packet Pg. 2506 1.2.a C. Has the person,principal of the entity, entity, or its officers, major shareholders or directors within the last five (5)years, been a parry to any lawsuits or arbitrations with regard to a contract for services, goods or construction services similar to those requested in the specifications with private or public entities? This specifically includes any present or prior entities in which the person, principal, entity, officer,director or general partner of the proposing entity has been involved U- as a person,principal, entity, officer, director or general partner in the last five (5) 0 years. (If yes, provide details, include enough information about the judgment, claim, arbitration, or suit so that the Owner will be able to obtain a copy of the judgment or claim or locate the suit by location and case number.) YES NO U) 0 CL d. Has the person, principal of the entity, or its officers, owners, partners, major 0- shareholders or directors, ever initiated litigation against Monroe County or been sued by Monroe County in connection with a contract to provide services, goods or construction services? This specifically includes any present or prior entities in which the person, principal, entity, officer, director or general partner of the Cr proposing entity has been involved as a person, principal, entity, officer, director or general partner. (If yes, provide details, include enough information about the judgment, claim, arbitration, or suit so that the Owner will be able to obtain a copy of the judgment or claim or locate the suit by location and case number.) 0 YES NO 0 CL CL e. Whether, within the last five (5) years, the Owner, an officer, general partner, < controlling shareholder or major creditor of the person or entity was an officer, general partner, controlling shareholder or major creditor of any other entity that failed to perform services or furnish goods similar to those sought in the request for bids. (If yes, provide details and information about the failure to perform services or furnish goods that will enable the Owner to thoroughly consider the matter.) � c� YES NO U) CU f. Customer references (minimum of three), including name, current address, and current telephone number. Credit References(minimum of three), including name, 2 U- current address, and current telephone number. U- g. Financial statements for the prior three (3) years. Please provide in a separate email for the Contractor's confidentiality, and clearly label the email "CONFIDENTIAL." Page 16 of 72 Packet Pg. 2507 1.2.a ("Any financial statement that an agency requires a prospective bidder to submit in order to prequalify for bidding or for responding to a bid for a road or any other public works project is exempt from F.S. §119.07(1) and s.24(a), Art. 1 of the State Constitution.") However, any financial information the Contractor includes in the proposal packet, which is not marked as "Confidential", may be disclosed in any public records request and will not be treated as "Confidential." The U- County shall incur no liability for inadvertent disclosure of financial records that 0 are not properly marked. U) 5.0 The undersigned guarantees the truth and accuracy of all statements and the answers contained herein. 0 5.1 The undersigned, as Respondent, hereby declares that the only person or persons interested in the U) 0. Proposal, as principal or principals,is or are named herein and that no other person than herein mentioned 0- has any interests in the Proposal of the contract to which the Work pertains; that this Proposal is made without connection or arrangement with any other person, company, or parties making Bids or Proposals and that the Response is in all respects fair and made in good faith without collusion or fraud. U) 5.3 The Respondent further declares that he has examined the geographic location and sites of the Work; that he has made sufficient investigations to fully satisfy himself that such sites are suitable for this Work; and he assumes full responsibility therefore; that he has examined the specifications for the Work and from his own experience or from professional advice that the specifications are sufficient for the Work to be done and he has examined the other Contract Documents relating thereto, including the Request for Proposals, Contract, Specifications and Scope of Work,License and Insurance requirements, and he has read all addenda prior to the opening of Responses, and that he has satisfied himself fully, 0 relative to all matters and conditions with respect to the Work to which this Proposal pertains. d 5.4 The Respondent proposes and agrees, if this Proposal is accepted, to timely execute a contract with the County in the form attached and to furnish all that is necessary to complete the Work specified in the Proposal and the Contract and called for by the specifications and in the manner specified and to timely submit all required licenses and insurance certificates. 5.5 The Respondent further proposes and agrees to comply in all respects with the time limits for commencement and completion of the Work as stated in the contract form. c� N 5.6 The Respondent agrees to execute a Contract and furnish the executed contract, all required U) bonds, insurance certificates, and other required information to County within ten (10) ten calendar days CU after written notice of the award of contract. Failure on the part of the Respondent to timely comply with this provision shall give the County the right to withdraw the award notice. M U- 5.7 The Respondent understands that the work will be assigned based on budgeted funds. If funds are not available to cover the installation of all fire hydrants for each proposed year, then only a portion of W the work may be assigned through a Notice to Proceed. c� Page 17 of 72 Packet Pg. 2508 1.2.a Respondents are required complete the following Proposal Form. Proposed Year 1 Fire Hydrant/Installation Scope of Work. Bid Item 1: No. Description Amount 0 1. Permit for fire hydrant U- 2. Install Fire Hydrant 0 Subtotal Amount a 0 Bid Item 2: Fire No. Description Amount 1. Permit for fire hydrant 0 4- 2. Install Fire Hydrant �+ Subtotal Amount U) 0 CL 0 Bid Item 3: Fire Hydrant Installation No. Description Amount 1. Permit for fire hydrant 0 2. Install Fire Hydrant Cr Subtotal Amount Bid Item 4: Fire Hydrant Installation No. Description Amount 1. Permit for fire hydrant 0 2. Install Fire Hydrant Subtotal Amount CL CL Bid Item 5: Fire Hydrant Installation No. Description Amount 1. Permit for fire hydrant 0 2. Install Fire Hydrant Subtotal Amount M Bid Item 6: Fire Hydrant Installation `, No. Description Amount 1. Permit for fire hydrant 2. Install Fire Hydrant Subtotal Amount X Total Price Proposal: LL LL Total Price Proposal above shall be considered base Proposal for Year 1 of the Contract for a� Installation of Fire Hydrants in Monroe County. E c� Page 18 of 72 Packet Pg. 2509 1.2.a Proposed Year 2 Fire Hydrant/Installation Scope of Work. Bid Item 1: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant X 2. Install Fire Hydrant 0) Subtotal Amount 4- 0 Bid Item 2: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant 2. Install Fire Hydrant ,0 Subtotal Amount M U) 0 CL 0 Bid Item 3: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant a) 2. Install Fire Hydrant Cr a) Subtotal Amount Bid Item 4: Installation of Fire Hydrant at No. Description Amount 0 1. Permit for fire hydrant > 0 2. Install Fire Hydrant C, C, Subtotal Amount Bid Item 5: Installation of Fire Hydrant at No. Description Amount E 1. Permit for fire hydrant 2. Install Fire Hydrant Subtotal Amount Total Price Proposal: Total Price Proposal above shall be considered base Proposal for Year 2 of the Contract for Installation of Fire Hydrants in Monroe County. X 2 LL LL c� Page 19 of 72 Packet Pg. 2510 1.2.a Proposed Year 3 Fire Hydrant/Installation Scope of Work. Bid Item 1: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant X 2. Install Fire Hydrant 0) Subtotal Amount 4- 0 Bid Item 2: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant 2. Install Fire Hydrant ,0 Subtotal Amount M U) 0 CL 0 Bid Item 3: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant a) 2. Install Fire Hydrant Cr a) Subtotal Amount Bid Item 4: Installation of Fire Hydrant at No. Description Amount 0 1. Permit for fire hydrant > 0 2. Install Fire Hydrant C, CL Subtotal Amount Bid Item 5: Installation of Fire Hydrant at No. Description Amount E 1. Permit for fire hydrant 2. Install Fire Hydrant Subtotal Amount N Total Price Proposal: ri N U) Total Price Proposal above shall be considered base Proposal for Year 3 of the Contract for Installation of Fire Hydrants in Monroe County. c� Page 20 of 72 Packet Pg. 2511 1.2.a Proposed Year 4 Fire Hydrant/Installation Scope of Work. Bid Item 1: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant 0 2. Install Fire Hydrant - Subtotal Amount Bid Item 2: Installation of Fire Hydrant at No. Description Amount L- 1. Permit for fire hydrant "- 2. Install Fire Hydrant U) C, 0 Subtotal Amount 49 Bid Item 3: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant 2. Install Fire Hydrant 0 Subtotal Amount 0 Bid Item 4: Installation of Fire Hydrant at 0 No. Description Amount CL C' 1. Permit for fire hydrant < 2. Install Fire Hydrant U) Subtotal Amount �E c� Bid Item 5: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant 2. Install Fire Hydrant CN Subtotal Amount CU Total Price Proposal: Total Price Proposal above shall be considered base Proposal for Year 4 of the Contract for CL Installation of Fire Hydrants in Monroe County. w c� Page 21 of 72 Packet Pg. 2512 1.2.a Proposed Year 5 Fire Hydrant/Installation Scope of Work. Bid Item 1: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant 0) 2. Install Fire Hydrant .- 4- Subtotal Amount Bid Item 2: Installation of Fire Hydrant at No. Description Amount U) 1. Permit for fire hydrant 0 4- 2. Install Fire Hydrant U) Subtotal Amount 0 cx. 0- CL Bid Item 3: Installation of Fire Hydrant at L- No. Description Amount 1. Permit for fire hydrant Cr 2. Install Fire Hydrant a� Subtotal Amount 0 Bid Item 4: Installation of Fire Hydrant at No. Description Amount CL 1. Permit for fire hydrant C, 2. Install Fire Hydrant Subtotal Amount E c� Bid Item 5: Installation of Fire Hydrant at No. Description Amount 1. Permit for fire hydrant M 2. Install Fire Hydrant ri Subtotal Amount Total Price Proposal: X Total Price Proposal above shall be considered base Proposal for Year 5 of the Contract for .LL L Installation of Fire Hydrants in Monroe County. LL c� Page 22 of 72 Packet Pg. 2513 1.2.a It is understood that the Proposal prices quoted or established for a particular item are to be used for computing the amount to be paid to the Contractor,based on the Work actually performed as determined by the Contract and the County. However,in utilizing the forms provided, the Respondent agrees that in no event shall compensation paid to the Respondent under the contract exceeding the dollar amount of the Respondent's Proposal amount. Respondent's Certificate of Competency No. ._ Respondent's Underground Excavator/ 0 Engineering Contractor's License No. Respondent's Occupational License No. Respondent Name: Address: 0 City/St/Zip: Phone/Fax: 0 0. 0 The following is a checklist of the Proposal Forms that should be included in the Response: 49 IJ Exhibit Form A: Proposal Form IJ Exhibit Form B: Contractor's Qualifications Statement a� IJ Exhibit Form C: List of Equipment and Facilities IJ Exhibit Form D: Licensure (List and Copies) IJ Exhibit Form E: Contractor's General Plan of Execution > IJ Exhibit Form F: Contractor's Experience and Letters of Reference Ll Exhibit Form G: Indemnification and Hold Harmless Form 0 IJ Exhibit Form H: Request for Waiver of Insurance Requirements IJ Exhibit Form L Non-Collusion Affidavit IJ Exhibit Form J: Anti-Kick Back Affidavit < IJ Exhibit Form K: Public Entity Crime Statement IJ Exhibit Form L: Lobbying & Conflict of Interest(Ethics) Clause IJ Exhibit Form M: Trench Safety Act Form IJ Exhibit Form N: OSHA Standards Acknowledgement Form IJ Exhibit Form O: Drug Free Workplace Form IJ Exhibit Form P: Local Preference Form c� If Respondent believes any of these forms are not applicable, he should mark the form "Not Applicable" and submit with Response package. 2 c� Page 23 of 72 Packet Pg. 2514 SECTION SIX: PROPOSAL FORM ATTACHMENTS Please include the following forms in the Proposal Response. 2= U- 4- 0 U) 0 U) 0 CL 0 U) Cr A 0 0 CL CL U) E N U) U- 0- U- W E Page 24 of 72 1 Packet Pg. 2515 1.2.a EXHIBIT FORM `B" QUALIFICATIONS STATEMENT PROJECT NAME: Installation of Fire Hydrants in Monroe County. a� The undersigned guarantees the truth and accuracy of all statements and the answers contained herein. 4- 0 1. Number of employees assigned to this project: 2. Company Identification numbers for the Internal Revenue Service: U) 3. How many years has your company been operating, and if different, the number of years it has been '0 providing services as described in this RFP? cu 0 0. 0 4. How many years has Respondent operated under its present name and any prior names? 49 5. Attach experience resume, including list of certificates and/or licenses held by Respondent, status of qualifier, and if qualifier will perform work. 6. Give names, addresses and telephone numbers of three individuals, corporations, agencies, or institutions for which your company has previously performed work: Name: 0 Address: > Primary Contact/Phone Number: Name: Address: Primary Contact/Phone Number: �E c� Name: Address: Primary Contact/Phone Number: c� U) 7. Attach list of personnel who will be performing work, including supervisors and their licensure. CU Identify any other personnel who are not certified or experienced in such work, and who will >% directly supervise these individuals. X 2 8. Certification that the Respondent has never defaulted on any government contract or bid award. c� Page 25 of 72 Packet Pg. 2516 1.2.a Signature of Corporate Officer 4- 0 Date U) 0 County of: U) ra U) Subscribed and sworn to (or affirmed before me, by means of Physical presence 0 or Online notarization, on 0- (date) LR By (name of affiant). U) He/She is personally known to me or has produced (type of identification) as identification. a� A NOTARY PUBLIC > 0 My Commission Expires: 0 U) c� State of Florida M c14 M County of CN U) The foregoing instrument was acknowledged before me by means of ❑physical presence or El on line CU notarization, this day of 2022, by as (type of authority) (e.g. officer, trustee, attorney in fact) for 2 (name of party on behalf of whom the U- instrument was executed). U- W E c� Page 26 of 72 Packet Pg. 2517 1.2.a EXHIBIT FORM "C" LIST OF EQUIPMENT AND FACILITIES PROJECT NAME: Installation of Fire Hydrants in Monroe County. a� Respondent shall describe what equipment and materials will be necessary for performance of the work 4- and the location that this equipment shall be maintained. a The following is a list of Equipment and Materials that is proposed to perform the Work: U) L- 0 cu U) 0 CL 0 U) Cr The following is a list of the Facilities, and location, that is proposed to perform the Work: CL CL U) c� c� �s c� N U) CU Does Respondent intend to rent accommodations during performance of the Work? E c� Page 27 of 72 Packet Pg. 2518 1.2.a EXHIBIT FORM "D" CONTRACTOR'S LICENSURE PROJECT NAME: Installation of Fire Hydrants in Monroe County. a� Respondent shall provide list and copies of all applicable licenses as required by the Request for 4- 0 Proposals. License No. /License Type Name of Qualifier 0 0 0. 0 9 A Please attach copies of all applicable licenses following this form. 0 0 U) c� M c14 M c14 Ci U) E c� Page 28 of 72 Packet Pg. 2519 1.2.a EXHIBIT FORM "E" CONTRACTOR'S GENERAL PLAN OF EXECUTION PROJECT NAME: Installation of Fire Hydrants in Monroe County. a� Respondent shall attach information sufficient for evaluation of plan of execution of the Work. This plan 4- must include permitting, lead time for materials, mobilization, anticipated start date or number of days a to start,number of days to setup maintenance of traffic and install the fire hydrant,and any other potential 2 staging information. U) Additionally,please identify methods for communication and coordination of the Work. L- 0 4- U) 0 CL 0 U) 0 0 L- CL CL U) c� c� �s c� N U) CU 2 E c� Separate attachments may be included following this form. Page 29 of 72 Packet Pg. 2520 1.2.a EXHIBIT FORM "F" CONTRACTOR'S EXPERIENCE PROJECT NAME: Installation of Fire Hydrants in Monroe County. Respondent shall attach information sufficient for evaluation of experience, qualifications, and letters of reference following this form. 0 U) 0 U) 0 CL 0 U) Cr 0 0 CL CL U) c� M c14 M c14 CN U) E c� Page 30 of 72 Packet Pg. 2521 1.2.a EXHIBIT FORM"G" MONROE COUNTY, FLORIDA RISK MANAGEMENT POLICY AND PROCEDURES a� CONTRACT ADMINISTRATION MANUAL 0 Indemnification and Hold Harmless for Other Bidders and Subbidders 0 The Proposer covenants and agrees to indemnify and hold harmless Monroe County Board of County Commissioners, its servants, agents and employees from any and all claims for bodily injury (including death),personal injury, and property damage (including property owned by Monroe County) and any 0 other losses, damages, and expenses (including attorney's fees)which arise out of, in connection with, 0- or by reason of services provided by the Proposer or any of its Subbidder(s) in any tier, occasioned by L- the negligence, errors, or other wrongful act or omission of the Proposer or its Subbidders in any tier, their employees, or agents. In the event the completion of the project(to include the work of others) is delayed or suspended as a result of the Proposer's failure to purchase or maintain the required insurance, the Proposer shall indemnify the County from any and all increased expenses resulting from such delay. The first ten dollars ($10.00) of remuneration paid to the Proposer is for the indemnification provided for above. 0 The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements 0 contained elsewhere within this agreement. CL d U) Proposer's Signature Date �s c� N U) CU 2 E c� Page 31 of 72 Packet Pg. 2522 1.2.a EXHIBIT FORM "H" MONROE COUNTY, FLORIDA Request For Waiver of 0 Insurance Requirements It is requested that the insurance requirements,as specified in the County's Schedule of Insurance Requirements,be waived or modified on the following contract. E Contractor: 0 Contract for: U) 0 CL Address of Contractor: L- CL U) Phone: cr Scope of Work: 0 Reason for Waiver: 0 CL CL Policies Waiver U) will apply to: c� Signature of Contractor: Approved Not Approved c� Risk Management Date C1i U) County Administrator appeal: CU Approved: Not Approved: Date: 2 Board of County Commissioners appeal: CL Approved: Not Approved: U- Meeting Date: E c� Page 32 of 72 Packet Pg. 2523 1.2.a EXHIBIT FORM "I" NON- COLLUSION AFFIDAVIT I, of the city of according to law on my oath, and under penalty of perjury, depose and say ' that; a. I am of the firm of the Proposer making the Proposal for the project in the Request for Proposals for: L- and that I executed - the said Proposal with full authority to do so; cu 0 0. b. the prices in this Proposal have been arrived at independently without collusion, consultation, communication or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor; c. unless otherwise required by law,the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to Proposal opening, directly or indirectly, to any other Proposer or to any competitor; and d. no attempt has been made or will be made by the Proposer to induce any other person, partnership or corporation to submit, or not to submit, a Proposal for the purpose of restricting competition; d e. the statements contained in this affidavit are true and correct, and made with full knowledge 0 that Monroe County relies upon the truth of the statements contained in this affidavit in awarding contracts for said project. Signature of Corporate Officer a� Date c� State of: ` M County of: c14 M ci Subscribed and sworn to (or affirmed before me, by means of Physical presence U) or Online notarization, on CU (date) By (name of affiant). X He/She is personally known to me or has produced 2 P Y (type of identification) as identification. W NOTARY PUBLIC My Commission Expires: Page 33 of 72 Packet Pg. 2524 1.2.a EXHIBIT"J" ANTI-KICKBACK AFFIDAVIT STATE OF FLORIDA } _ } SS: 0 COUNTY OF MONROE } I, the undersigned, hereby duly sworn, depose and say that no portion of the sum herein bid will be paid to any employees of the Monroe County, its elected officials, and (firm name)or its subcontractors,as a commission,kickback, reward or gift, directly or indirectly by me or any member of my firm or by an officer of the corporation. 0 U) 0 CL 0 L_ Signature of Corporate Officer 49 U) Date A State of: 0 County of: ° 0 Subscribed and sworn to (or affirmed before me, by means of Physical presence or Online notarization, on < (date) By (name of affiant). u He/She is personally known to me or has produced (type of identification) as identification. NOTARY PUBLIC c� �i My Commission Expires: CU 2 c� Page 34 of 72 Packet Pg. 2525 1.2.a EXHIBIT FORM "K" JURAT FL ST § 117.05 12 (c) For an acknowledgment in a representative capacity: .- 4- 0 STATE OF FLORIDA COUNTY OF U) 0 cu The foregoing instrument was acknowledged before me by means of❑physical presence or ❑ online 0. 0 L- notarization, this day of _ by _(name) 49 as_ (type of authority, e.g. officer, trustee, attorney in fact) for (name of parry on behalf of whom instrument 0 A was executed). 0 (SEAL) 0 CL CL Signature of Notary Public (Print, Type, or Stamp Name of Notary) Personally Known: ❑ OR Produced Identification: ❑ Type of Identification Produced: CU E c� Page 35 of 72 Packet Pg. 2526 1.2.a EXHIBIT FORM "L" PUBLIC ENTITY CRIME STATEMENT "A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may U- not submit a bid on a contract with a public entity for the construction or repair of a public building or 0 public work, may not submit bids on leases of real property to public entity, may not be awarded or perform work as a CONTRACTOR, supplier, subcontractor, or CONTRACTOR under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount U) provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list." 4- cu I have read the above and state that neither 0 0. (Respondent's name)nor any Affiliate has been placed on the convicted vendor list within the last 36 0- months. 49 U) Signature of Corporate Officer Date 0 0 State of: County of: Subscribed and sworn to (or affirmed before me, by means of Physical presence E or Online notarization, on (date) By (name of affiant). M He/She is personally known to me or has produced (type of identification) as identification. U) CU NOTARY PUBLIC 2 My Commission Expires: U- c� Page 36 of 72 Packet Pg. 2527 1.2.a EXHIBIT FORM "M" SWORN STATEMENT UNDER ORDINANCE NO. 010-1990 " MONROE COUNTY, FLORIDA ETHICS CLAUSE 4- 0 (Company) "...warrants that he/it has not employed, retained or otherwise had act on his/her behalf any former County officer or employee in violation of Section 2 of Ordinance No. 010-1990 or any County officer 0 or employee in violation of Section 3 of Ordinance No. 010-1990. For breach or violation of this 2 cu provision the County may, in its discretion, terminate this Agreement without liability and may also, in U) 0. its discretion, deduct from the Agreement or purchase price, or otherwise recover, the full amount of 0- any fee, commission,percentage, gift, or consideration paid to the former County officer or employee." " 9 U) Signature of Corporate Officer a� A Date > 0 State of: > 0 County of: U) Subscribed and sworn to (or affirmed before me, by means of Physical presence or Online notarization, on E (date) By (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. c� �i U) NOTARY PUBLIC CU My Commission Expires: " c� Page 37 of 72 Packet Pg. 2528 1.2.a EXHIBIT FORM "N" TRENCH SAFETY ACT FORM The undersigned Proposer has determined to his own complete satisfaction that all portions of the Florida Trench Safety Act(90-96, Laws of Florida) as the OSHA Excavation Safety Standards 29, CFR 0 Part 1926.650 Subpart P, will be fully complied with and executed properly on this project. Proposer acknowledges that included in the various items of the Proposal and in the Total Proposed Amount are costs for complying with the Florida Trench Safety Act(90-96, Laws of Florida), current U) edition. 0 cu U) 0 0. 0 Signature of Corporate Officer 49 U) Date A State of: > County of: 0 Subscribed and sworn to (or affirmed before me, by means of Physical presence or Online notarization, on d (date) U) By (name of affiant). He/She is personally known to me or has produced E (type of identification) as identification. NOTARY PUBLIC c� �i My Commission Expires: CU c� Page 38 of 72 Packet Pg. 2529 1.2.a EXHIBIT FORM "O" OSHA STANDARDS ACKNOWLEDGEMENT FORM " Project name: Installation of Fire Hydrants in Monroe County, Florida 0 " The undersigned Proposer acknowledges and agrees that as contractors for completion of the Proposed 0 Project, that we (Firm Name) 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 Monroe County Board of County Commissioners against any and all legal liability or loss U) that may incur due to the (Firm Name) failure ,0 to comply with such act. 2 M U) 0 0. 0 9 U) Signature of Corporate Officer a� Date State of: County of: Subscribed and sworn to (or affirmed before me, by means of Physical presence U) or Online notarization, on (date) �E By (name of affiant). He/She is personally known to me or has produced (type of identification) as identification. c� �s c� �i NOTARY PUBLIC CU My Commission Expires: X 2 c� Page 39 of 72 Packet Pg. 2530 1.2.a EXHIBIT FORM "P" DRUG FREE WORKPLACE FORM The undersigned vendor in accordance with Florida Statute 287.087 hereby certifies that: a� (Name of Business) 0 a 1.Publish a statement notifying employees that the unlawful manufacture,distribution,dispensing,possession,or use of a controlle 2 substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of suc_ prohibition. 2.Inform employees about the dangers of drug abuse in the workplace,the business' policy of maintaining a drug-free workplace any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upo employees for drug abuse violations. U) 3.Give each employee engaged in providing the commodities or contractual services that are under bid a copy of the statemer M specified in subsection(1). 0 CL 4.In the statement specified in subsection(1),notify the employees that,as a condition of working on the commodities or contractu-, 0 services that are under bid,the employee will abide by the terms of the statement and will notify the employer of any convictio CL L of,or plea of guilty or nolo contendere to, any violation of Chapter 893 (Florida Statutes)or of any controlled substance law o 49 the United States or any state,for a violation occurring in the workplace no later than five(5)days after such conviction. 5.Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such i W= available in the employee's community,or any employee who is so convicted. c 6.Make a good faith effort to continue to maintain a drug-free workplace through implementation of this section. a� A As the person authorized to sign the statement,I certify that this firm complies fully with the above requirements. 0 Signature of Corporate Officer 0 Date CL CL State of: County of: E c� Subscribed and sworn to (or affirmed before me, by means of Physical presence or Online notarization, on (date) By (name of affiant). He/She is personally known to me or has produced U) (type of identification) as identification. CU NOTARY PUBLIC 2 0- My Commission Expires: c� Page 40 of 72 Packet Pg. 2531 1.2.a EXHIBIT FORM "Q" VENDOR CERTIFICATION REGARDING SCRUTINIZED COMPANIES LISTS Project Description(s): a� Respondent Vendor Name: Vendor FEIN: 0 Vendor's Authorized Representative Name and Title: Address: City: State: zip: Phone Number: Email Address: U) ra U) Section 287.135,Florida Statutes prohibits a company from bidding on, submitting a proposal for,or entering into C or renewing a contract for goods or services of any amount if, at the time of contracting or renewal, the company is on the Scrutinized Companies that Boycott Israel List, created pursuant to Section 215.4725, Florida Statutes, or is engaged in a Boycott of Israel. Section 287.135,Florida Statutes, also prohibits a company from bidding on, submitting aproposal for,or entering into or renewing a contract for goods or services of$1,000,000 or more,that 0 are on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities c in the Iran Petroleum Energy Sector Lists which were created pursuant to s.215.473,Florida Statutes,or is engaged in business operations in Cuba or Syria. A As the person authorized to sign on behalf of Respondent, I hereby certify that the company identified above in a� the Section entitled "Respondent Vendor Name" is not listed on the Scrutinized Companies that Boycott Israel > List or engaged in a boycott of Israel and for Projects of$1,000,000 or more is not listed on either the Scrutinized Companies with Activities in Sudan List,the Scrutinized Companies with Activities in the Iran Petroleum Energy 0 Sector List, or engaged in business operations in Cuba or Syria. > I understand that pursuant to Section 287.135,Florida Statutes,the submission of a false certification may subject L- CL company to civil penalties, attorney's fees, and/or costs. I further understand that any contract with the County C, may be terminated, at the option of the County, if the company is found to have submitted a false certification or < has been placed on the Scrutinized Companies that Boycott Israel List or engaged in a boycott of Israel or placed U) on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the 0 Iran Petroleum Energy Sector List or been engaged in business operations in Cuba or Syria. c� Certified By: who is authorized to sign on behalf of the above referenced company. Authorized Signature: U) Print Name: CU Title: X 2 Note: The List are available at the following Department of Management Services Site: http://www.dms.myflorida.com/business_operations/state_purchasing/vendor_information/convicted_su 0- spended_discriminatory_complaints vendor—lists W E c� Page 41 of 72 Packet Pg. 2532 1.2.a EXHIBIT FORM "R" LOCAL PREFERENCE FORM A. Vendors claiming a local preference according to Ordinance 023-2009 must complete this form. X Name of Respondent Date: 4- 0 1. Does the vendor have a valid receipt for the business tax paid to the Monroe County Tax Collector dated at least one a year prior to the notice or request for bid or proposal? (Y/N) (Please furnish copy following this form.) 2. Does the vendor have a physical business address located within Monroe County from which the vendor operates o performs business on a day to day basis that is a substantial component of the goods or services being offered to Monro County? (Y/N) 4- List Address: 0 0. Telephone Number: 0- B. Does the vendor/prime contractor intend to subcontract 50% or more of the goods, services or construction to local businesses meeting the criteria above as to licensing and location? (Y/N) U) cr If yes,please provide: 1. Copy of Receipt of the business tax paid to the Monroe County Tax Collector by the subcontractor dated at least one 0 year prior to the notice or request for bid or proposal. a� 2. Subcontractor Address within Monroe County from which the subcontractor operates: 0 Tel. Number 0 CL CL Print Name and Title Signature of Authorized Signatory for < Respondent U) STATE OF c� COUNTY OF ` On this day of 20 before me, the undersigned notary public, personally appeared known to me to be the person whose name is subscribed above or who produced as identification, and acknowledged that he/she is the person who executed the above Local Preference Form for the purposes therein contained. " Notary Public ' U- Print Name My commission expires: Seal E c� Page 42 of 72 Packet Pg. 2533 1.2.a EXHIBIT FORM "S" MONROE COUNTY CONTRACT CHANGE ORDER PROJECT TITLE: INITIATION DATE:(change order date) 4- CHANGE ORDER NO: 0 a TO CONTRACTOR: (name& address) CONTRACT DATE: U) 0 U) 0 The Contract is changed as follows: (use underlining only—no highlighting or deletion) 0 CL The original (Contract Sum) (Guaranteed Maximum Price) $ 49 Net change by previously authorized Change Orders $ U) The(Contract Sum) (Guaranteed Maximum Price) prior to this Changeorder was $ cr The(Contract Sum) (Guaranteed Maximum Price)will be(increased) (decreased) (unchanged) By this Change Order $ The new(Contract Sum) (Guaranteed Maximum Price) including this Change Order is $ The Contract Time will be (increased) (decreased) (unchanged) by Number of days The date of Substantial Completion as of the date of this Change Order is (new date) 0 Detailed description of change order andjustification: 0 CL Justification here. If a time change: show original and new substantial completion dates. CL U) c� This change order is_%of the original contract price. Not valid until signed by Owner.Architect(if applicable).and Contractor M c14 c1i ARCHITECT: U) Date CONTRACTOR: Date MONROE COUNTY: CL Date OWNER/ASSISTANTADMINISTRATOR: Date c� Page 43 of 72 Packet Pg. 2534 1.2.a EXHIBIT FORM "T" Change Order Attachment per Ordinance No. 004-1999 No. l. Change Order was not included in the original contract specifications. Yes ❑ No ❑ If Yes,provide explanation: 0 U- 4- 0 U) 2. Change Order was included in the original specifications. Yes ❑ No ❑ L- If Yes,provide explanation of increase in price: 0 U) 0 CL 0 Change Order exceeds $50,000 or 5% of Contract Price (whichever is I 3. greater). Yes No E a� If Yes, explanation as to why it is not subject for a calling for bids: a� A 0 4. Project architect approves the change order. Yes ❑ No ❑ 0 CL If no,provide explanation as to why: CL U) 5. Change Order is correcting an error or omission in design document. Yes ❑ No ❑ 6. Should a claim under the applicable professional liability policy be made? Yes ❑ No ❑ If yes,provide explanation: U) CU E c� Page 44 of 72 Packet Pg. 2535 1.2.a SECTION SEVEN: SAMPLE CONSTRUCTION CONTRACT THIS CONTRACT, hereinafter "CONTRACT or AGREEMENT" made and entered into this _ day of 2023 by and between Board of County Commissioners of Monroe County, Florida, hereinafter referred to as "COUNTY or OWNER" having a place of business at 1100 Simonton Street, Suite 2-205, Key West, Florida 33040 and hereinafter referred to as 2 "CONTRACTOR," a Corporation, with a main office located at 0 r— WITNESSETH: U) WHEREAS, the COUNTY advertised a notice of request for proposals for the 0 INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY; and 2 M U) 0 WHEREAS, the successful Respondent was and: a 0 WHEREAS, the COUNTY intends to enter into a CONTRACT for the 0 INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY with the U) CONTRACTOR and; Cr as WHEREAS, this contract is an "Agreement"between both parties, NOW THEREFORE in consideration of the mutual covenants and promises '0 contained herein, and other good and valuable consideration,the receipt and sufficiency of 0 which are hereby acknowledged, and both parties intending to be legally bound,the parties hereto agree as follows: L- CL CL 1. Scope of Work. Contractor shall complete all Work as specified or indicated on < the Contractor's proposal dated . The Scope of Work is generally described as the following: (D E Installation of Fire Hydrants at various locations in Monroe County as identified on the Request for Competitive Solicitations. 2. General Intent of Scope. U) A. Contractor shall furnish all requirements to complete the Scope of Work, including but not limited to labor, supervision, engineering, materials, supplies, equipment, power, tools, transportation, surveying, layout, 2 testing,coordination with third parties,and protection,and any other means U- of construction necessary for the proper execution and completion of Scope U- of Work. W B. The Scope of Work may also be referred to as the "Project." a E Page 45 of 72 Packet Pg. 2536 1.2.a 3. General Requirements. A. Construction work hours shall be limited to: 8:00 am to 5:00 pm Monday through Friday. Any change to the work schedule shall be agreed to in writing by the Owner's Representative. B. Contractor shall be aware of weather, location and other factors that may affect Work and plan accordingly. as C. Contractor shall familiarize himself with the facility that Work will take place, including its vendors, pertinent staff and other agencies and their 0 schedules and plan accordingly. Coordination of each days' work shall be r_ done in advance coordination with designated Owner's Representative, as named in 6.1 below. D. The Contractor will be responsible to obtain all additional necessary U) permits and approvals including but not limited to the: Monroe County 0 Building Department, Monroe County Fire Marshal, Monroe County 2 Sheriff's Office, Florida Department of Environmental Protection, South U) Florida Water Management,the Florida Department of Transportation,and C any other permitting or regulatory agency(ies) as applicable. CL E. All licenses required in order to perform the Scope of Work in the specified 0 location shall be procured and maintained by the Contractor and any U) Subcontractors. Contractor shall submit copies of any and all applicable : licenses to the Owner's Representative prior to receipt of a Notice to Proceed. F. Contractor shall provide, replace and maintain any and all safety measures as may be required to protect the Work and personnel, including barricades, as necessary during completion of the Scope of Work. 0 G. Contractor shall maintain As-Built Drawings (Record Drawings) of Work progression in coordination with the Owner's Representative. H. Contractor shall not store materials, tools or debris inside the facility CL without written permission by the Owner's Representative. Contractor shall provide a suitable storage container and be responsible for disposal of all debris and trash as applicable. I. All spaces interior and exterior shall be cleaned and returned to its original E condition at the end of the work period/day. e ARTICLE 1 The Contract Documents. 1.1 The Contract Documents consist of this Contract, General, Supplementary and other Conditions, all applicable Drawings if any, Specifications,Proposal documents, and any Addenda issued prior to execution of this Contract, together with the response to the request for solicitation and all required insurance documentation, and Modifications >% issued after execution of this Contract. The Contract Documents represent the entire and integrated agreement between the parties hereto and supersedes prior negotiations, U_ representations or agreements,either written or oral. In the event of a discrepancy between 0. the documents,precedence shall be determined by the order of the documents as just listed. as E ARTICLE 2 Work by Others. 2.1 The Contractor shall execute the entire Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be Page 46 of 72 Packet Pg. 2537 1.2.a the responsibility of others. Subcontractors employed by Contractor shall be specifically identified on the Response to this Solicitation. 2.2 Testing of the Work herein is anticipated to be coordinated with and approved by the Owner's Representative,Monroe County Fire Rescue personnel, and any other agency as applicable. as 4- 0 ARTICLE 3 Date of Commencement and Substantial Completion. r_ 3.1 This three (3) year Agreement shall commence on , 2023 and terminates on 2026, unless terminated earlier pursuant to the termination clause of this Agreement. The date of commencement is the date to be fixed in a Notice to Proceed U) issued by the Owner's Representative. The County shall have the option to renew this 0 Agreement, upon the availability of funding from the Board of County Commissioners, 2 for an additional two (2)years. U) a 0 3.2 The Contractor shall achieve Substantial Completion as determined by the Owner's Representative of the entire Work not later than one hundred twenty- (120) 0 calendar days after the date of issuance of a Notice to Proceed. The time or times stipulated in the Agreement for completion of the Work or of specified phases of the Work Cr shall be the calendar date or dates listed in the milestone schedule or Schedule of Values. as as 0 ARTICLE 4 Contract Sum. as 4.1 The owner shall pay the Contractor for Contractor's performance of the Scope of 0 Work pursuant to this Contract, the Sum of 00/100 Dollars ($ .00), subject to additions and deductions as provided in the Contract Documents. 4.2 All remittances shall be sent to: Name and Address of Contractor. U) as 4.3 Schedule of Values. Within ten (10) days from the pre-construction conference E and before submission of the first Application for Payment, the Contractor shall submit a Schedule of Values for the Work, which shall include critical path activities proposed completion dates for such activities and an indication of the percentage of Final Completion of the Work each subsequent critical path activity will reflect. The Schedule of Values will be reviewed by the Owner's Representative for acceptance as providing an orderly progression of the Work to completion within the Contract Time and for payment purposes. The finalized Schedule of Values shall be resubmitted by Contractor at the Owner's request until >% written approval by Owner's Representative is obtained. 2 4.4 Additional Services. At any time, the Owner may request the Contractor to 0. provide additional services (the "Additional Services"). Additional Services shall be authorized by execution of a Change Order at the value calculated as described herein and in the Contract Documents. The cost for any Additional Services E performed under any renewal term of this Contract, if any, shall be at the same terms and conditions contained in this Contract. Page 47 of 72 Packet Pg. 2538 1.2.a 4.5 Change Orders. For changes in the Work,Contract Time,any Additional Services required hereunder, or other changes, the Contract Price shall be increased (if applicable) by an amount equal to Contractor's additional Cost of Work (defined on the Contract Documents), on a unit price basis, if applicable, on a lump sum basis, or as otherwise agreed and specifically set forth in the Change Order. If there is a decrease in the Scope of Work, the Contract Price shall be decreased by the x as amount of actual costs associated therewith, based on the Cost of the Work and/or unit prices (as applicable) and lowered profit or as otherwise agreed and set forth 0 in the Change Order. All Change Order Requests shall be made in writing. r_ Contractor's response to such request shall be made in writing. All Change Orders shall be executed on the form attached hereto as Exhibit which shall be binding on the parties when fully executed. Disputes shall be governed by the provisions U) of the Contract Documents. 0 4.6 Emergency Change Orders. In the event that changes in the Work are required U) on an emergency basis in order to protect the health and safety of the public, the C Contractor shall proceed at the direction of the Owner's Representative without a 0. written Change Order from the County to the limited extent described herein. The 0 Contractor shall keep separate records of all costs and time required to perform the U) Work. After review and approval by the County, the Contractor shall invoice the : County on a time and materials basis. In the event that the Work can be stopped without any further harm to the public, but additional Work is necessary, the Contractor shall deliver an estimate to the Owner's Representative as soon as practical, and the requirements of this Article shall be met before the Contractor > resumes the changes to the Work or additional Work. 0 0 ARTICLE 5 Progress Payments. CL CL 5.1 Contractor shall submit to Owner, a valid invoice or application for payment, for amounts due for work performed. Applications for payment shall outline work completed, a including percentage of total project. Owner reserves the right to withhold Retainage in the E amount of 10%until final completion of work, including permit close-out. e 5.2 The period covered by each application for payment shall be identified on Contractor's invoice. 5.3 Owner shall make payments for Contractor's applications for payment properly submitted and accepted by Owner within forty-five(45) days of receipt in accordance with the Florida Local Government Prompt Payment Act, section 218.735, Florida Statutes. x as 5.4 Each application for payment shall be based upon the schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall CL allocate the entire Contract Sum among the various portions of the Work and be prepared in such form and supported by such data to substantiate its accuracy. This schedule shall be used as a basis for reviewing the Contractor's applications for payment. E 5.5 Documents Included. Each Pay Application shall include an affidavit or partial release or waiver by Contractor indicating that partial payments received from the County Page 48 of 72 Packet Pg. 2539 1.2.a for the Work have been applied by Contractor to discharge in full all of Contractor's obligations, including payments to Subcontractors and material suppliers. Partial Releases by Subcontractors shall also be included with each Application and required, as applicable. 5.6 Subject to the provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: as 5.6.1 Take that portion of the Contract Sum properly allocable to completed 0 Work as determined by multiplying the percentage completion of each portion of r- the Work by the share of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less retainage of Ten Percent 10%. U) 5.6.2 Pending final determination of cost by the Owner of changes in the Work, 0 amounts not in dispute may be included in Applications for Payment. The amount 2 of credit to be allowed by the Contractor to the Owner for a deletion or change U) which results in a net decrease in the Contract Sum shall be the net cost to the CL 0 Owner, less Overhead, Profit and Documented Costs incurred prior to the change CL Request, if applicable, as indicated in the corresponding line item in the approved 0 Schedule of Values for that line item as confirmed by the Owner's Representative. U) When both additions and credits covering related Work or substitutions are : involved in a change, the allowance for overhead and profit shall be figured on the basis of net increase, if any, with respect to that change. 5.6.3 Add that portion of the Contract Sum properly allocable to materials and 'G equipment delivered and suitably stored at the site for subsequent incorporation in 0 the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage. 0 CL CL 5.6.4 Subtract the aggregate of previous payments made by the < Owner; and U) as 5.6.5 Subtract amounts, if any, for which the Owner's Representative has E provided written notice will be withheld or nullified. e 5.7 Retainage of 10%will be withheld in accordance with section 218.735 8(b),Florida Statutes. 5.8 Reduction or limitation of retainage, if any, shall be as follows: Monroe County is exempt from and not subject to Florida Statutes 255.078, "Public Construction Retainage." Reduction or limitation of retainage, if any, shall be reduced >% incrementally at the discretion of and upon the approval of the Owner. 2 5.9 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be 0. made by the Owner to the Contractor when (1)the Scope of Work as described in Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work, if written notice has been provided by Owner, and to satisfy E other requirements, if any, which shall necessarily survive final payment, and (2) a final approval for payment has been issued by the Owner. Such final payment shall be made by Page 49 of 72 Packet Pg. 2540 1.2.a the Owner pursuant to the "Florida Local Government Prompt Payment Act" days after the issuance of the final approval for payment. U) ARTICLE 6 Notices. 6.1 Unless otherwise provided herein, any notice or demand required or permitted to be given under this Agreement shall be effective when received if given by facsimile(with U- confirmation requested) or if given in writing and received by delivery service 0 guaranteeing next day delivery, delivery charges prepaid, as follows: r- If to Contractor: U) at the address first set forth above. 0 If to Owner: U) Roman Gastesi, County a Administrator, or designee, at the address first set forth above. 0 U) as and Cr as James Callahan, Fire Chief, at the address first set forth above. tf as and 0 Monroe County Attorney's Office > 1111 12th Street, Suite 408 CL Key West, Florida 33040 6.2 Either party hereto may change the place and/or person for the giving of notice by a providing written notice to the other as set forth above. 6.3 Owner's Representative is herein designated as 3 at the address first set forth above. 04 ARTICLE 7 Miscellaneous Provisions. 7.1 Pursuant to Florida Statute § 287.0582, the Owner's performance and obligation >% to pay under this contract is contingent upon an annual appropriation by the Board of County Commissioners. The parties agree this Agreement may bind Monroe County for U- the purchase of services or tangible personal property for a period in excess of one (1) CL U- fiscal year, moreover the parties agree Monroe County's performance and obligation to pay under this contract is contingent upon an annual appropriation by the Monroe County Board of County Commissioners. E 7.2 A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crime may not submit a bid on a contract to provide any Page 50 of 72 Packet Pg. 2541 1.2.a goods or services to a public entity, may not submit a proposal on a contract with a public entity for the construction or repair of a public building or public work, may not submit proposals on leases of real property to public entity, may not be awarded or perform work as contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 x 2 months from the date of being placed on the convicted vendor list. 4- 0 7.3 Contractor Represents the following: r- 7.3.1 Contractor has examined and carefully studied the Contract Documents and the other data identified in the Request for Solicitation Documents. U) L- 0 7.3.2 Contractor has visited the Site(s) identified in the Scope of Work and become familiar with and is satisfied as to the general and local conditions and Site U) conditions that may affect cost,progress,performance or furnishing of the Work. C L- CL 7.3.3 Contractor is familiar with and is satisfied as to all federal, state and local 0 laws, regulations and permits that may affect cost, progress, performance and U) furnishing of the Work. Contractor agrees that it will at all times comply with all : requirements of the foregoing laws, regulations and permits. as 2 7.3.4 Contractor has made, or caused to be made, examinations, investigations, tests and/or studies as necessary to determine surface and subsurface conditions at or on the Site. Contractor acknowledges that the County does not assume 0 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 CL 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 E 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. 7.3.5 Contractor has given County written notice of all conflicts, errors, >% ambiguities or discrepancies that Contractor has discovered in the Contract M Documents and the written resolution thereof by County is acceptable to U- Contractor, and the Contract Documents are generally sufficient to indicate and 0. convey understanding of all terms and conditions for performance and furnishing of the Work. as E 7.3.6 The Contractor agrees and represents that it possesses the requisite skills to perform the Work and that the Work shall be executed in a good and workmanlike manner, free from defects, and that all materials shall be new and approved by or Page 51 of 72 Packet Pg. 2542 1.2.a acceptable to the County, except as otherwise expressly provided for in the Contract Documents. The Contractor shall cause all materials and other parts of the Work to be readily available as and when required or needed for or in connection with the construction, furnishing and equipping of the Work. 7.7 The following items are included in this contract: 7.7.1 Contractor shall maintain all books, records, and documents directly 0 pertinent to performance under this Agreement in accordance with generally r_ accepted accounting principles consistently applied. Each party to this Agreement or their authorized representatives shall have reasonable and timely access to such records of each other party to this Agreement for public records purposes during U) the term of the Agreement and for four years following the termination of this 0 Agreement. If an auditor employed by Monroe County or the County Clerk 2 determines that monies paid to Contractor pursuant to this Agreement were spent U) for purposes not authorized by this Agreement, the Contractor shall repay the C monies together with interest calculated pursuant to Sec. 55.03, FS, running from 0. the date the monies were paid to Contractor. 0 U) 7.7.2 Governing Law, Venue, Interpretation, Costs, and Fees: This Agreement as Cr shall be governed by and construed in accordance with the laws of the State of Florida applicable to contracts made and to be performed entirely in the State. In the event that any cause of action or administrative proceeding is instituted for the enforcement or interpretation of this Agreement, the Owner and Contractor agree > that venue shall lie in the appropriate court or before the appropriate administrative 0 body in Monroe County,Florida.Moreover,the County will not agree to arbitration to settle a dispute in any action or proceeding under any theory of liability arising out of or in any way connected with this agreement or the transactions it contemplates. U) 7.7.3 Severability. If any term, covenant, condition or provision of this Agreement (or the application thereof to any circumstance or person) shall be E declared invalid or unenforceable to any extent by a court of competent jurisdiction, the remaining terms, covenants, conditions and provisions of this Agreement, shall not be affected thereby; and each remaining term, covenant, condition and provision of this Agreement shall be valid and shall be enforceable to the fullest extent permitted by law unless the enforcement of the remaining terms, covenants, conditions and provisions of this Agreement would prevent the accomplishment of the original intent of this Agreement. The Owner and Contractor agree to reform the Agreement to replace any stricken provision with a valid provision that comes >% as close as possible to the intent of the stricken provision. 2 7.7.4 Attorney's Fees and Costs. The Owner and Contractor agree that in the 0. event that any cause of action or administrative proceeding is initiated or defended by any party relative to the enforcement or interpretation of this Agreement, the prevailing party shall be entitled to reasonable attorney's fees and court costs as an E award against the non-prevailing party and shall include attorney's fees and courts costs in appellate proceedings. Page 52 of 72 Packet Pg. 2543 1.2.a 7.7.5 Binding Effect. The terms, covenants, conditions, and provisions of this Agreement shall bind and inure to the benefit of the County and Contractor and their respective legal representatives, successors, and assigns. 7.7.6 Authority. Each party represents and warrants to the other that the execution, delivery and performance of this Agreement have been duly authorized x as by all necessary County and corporate actions, as required by law. Each party agrees that it has had ample opportunity to submit this Agreement to legal counsel 0 of its choice and enters into this Agreement freely, voluntarily and with advice of r- counsel. 7.7.7 Claims for Federal or State Aid. Contractor and Owner agree that each shall U) be, and is, empowered to apply for, seek, and obtain federal and state funds to 0 further the purpose of this Agreement;provided that all applications,requests,grant 2 proposals, and funding solicitations shall be approved by each party prior to U) submission. CL 0 L- CL 7.7.8 Adjudication of Disputes or Disagreements. Owner and Contractor agree 0 that all disputes and disagreements shall be attempted to be resolved by meet and U) confer sessions between representatives of each of the parties. If the issue or issues : are still not resolved to the satisfaction of the parties, then any party shall have the right to seek such relief or remedy as may be provided by this Agreement or by Florida law. This Agreement is not subject to arbitration. 7.7.9 Cooperation. In the event any administrative or legal proceeding is 0 instituted against either party relating to the formation, execution,performance, or breach of this Agreement, Owner and Contractor agree to participate, to the extent required by the other party, in all proceedings, hearings, processes, meetings, and CL other activities related to the substance of this Agreement or provision of the services under this Agreement. Owner and Contractor specifically agree that no party to this Agreement shall be required to enter into any arbitration proceedings a related to this Agreement. E 7.7.10 Nondiscrimination. Owner and Contractor agree that there will be no discrimination against any person, and it is expressly understood that upon a determination by a court of competent jurisdiction that discrimination has occurred, this Agreement automatically terminates without any further action on the part of any party, effective the date of the court order. Owner and Contractor agree to comply with all Federal and Florida statutes, and all local ordinances, as applicable, relating to nondiscrimination. These include but are not limited to: 1) > Title VI of the Civil Rights Act of 1964 (PL 88-352)which prohibits as discrimination on the basis of race, color or national origin; 2) Title IX of the U- Education Amendment of 1972, as amended (20 USC ss. 1681-1683, and 1685- 0. 1686), which prohibits discrimination on the basis of sex; 3) Section 504 of the Rehabilitation Act of 1973, as amended (20 USC s. 794), which prohibits discrimination on the basis of handicaps; 4) The Age Discrimination Act of E 1975, as amended (42 USC ss. 6101-6107)which prohibits discrimination on the basis of age; 5) The Drug Abuse Office and Treatment Act of 1972 (PL 92-255), as amended, relating to nondiscrimination on the basis of drug abuse; 6) The Page 53 of 72 Packet Pg. 2544 1.2.a Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (PL 91-616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; 7) The Public Health Service Act of 1912, ss. 523 and 527 (42 USC ss. 690dd-3 and 290ee-3), as amended, relating to confidentiality of alcohol and drug abuse patient records; 8) Title VIII of the Civil Rights Act of 1968 (42 USC s. et seq.), as amended, x 2 relating to nondiscrimination in the sale,rental or financing of housing; 9) The Americans with Disabilities Act of 1990 (42 USC s. 1201 Note), as maybe 0 amended from time to time, relating to nondiscrimination on the basis of r- disability; and 10) Any other nondiscrimination provisions in any Federal or state statutes which may apply to the parties to, or the subject matter of, this Agreement. U) L- 0 During the performance of this Agreement, the Contractor , in accordance with Equal Employment Opportunity(30 Fed.Reg. 12319, 12935,3 C.F.R.Part, 1964- U) 1965 Comp., p. 339), as amended by Executive Order 11375, Amending C Executive Order 11246 Relating to Equal Employment Opportunity, and ci implementing regulations at 41C.F.R. Part 60 (Office of Federal Contract 0 Compliance Programs, Equal Employment Opportunity, Department of Labor). See 2 C.F.R. Part 200, Appendix 11,¶ C, agrees as follows: Cr as 1) The Contractor will not discriminate against any employee or applicant for employment because of race, color,religion, sex, sexual orientation, gender identity, or national origin. The Contractor will take affirmative > action to ensure that applicants are employed, and that employees are 0 treated during employment,without regard to their race, color,religion, sex, sexual orientation, gender identity, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees E and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. 3 2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive consideration for employment without regard to race, color,religion, sex, sexual orientation, gender identity, or national origin. as 3) The Contractor will not discharge or in any other manner discriminate against any employee or applicant for employment because such 0. employee or applicant has inquired about, discussed, or disclosed the W compensation of the employee or applicant or another employee or a applicant. This provision shall not apply to instances in which an E employee who has access to the compensation information of other employees or applicants as a part of such employee's essential job functions discloses the compensation of such other employees or Page 54 of 72 Packet Pg. 2545 1.2.a applicants to individuals who do not otherwise have access to such information, unless such disclosure is in response to a formal complaint or charge, in furtherance of an investigation,proceeding, hearing, or action, including an investigation conducted by the employer, or is consistent with the Contractor's legal duty to furnish x information. � 4) The Contractor will send each labor union or representative of workers 0 with which it has a collective bargaining agreement or other contract r_ or understanding, a notice to be provided advising the said labor union or workers' representative of the Contractor's commitments under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment. 0 5) The Contractor will comply with all provisions of Executive Order U) 11246 of September 24, 1965, and of the rules,regulations, and relevant C orders of the Secretary of Labor. 0. L 0 6) The Contractor will furnish all information and reports required by U) Executive Order 11246 of September 24, 1965, and by the rules, : regulations, and orders of the Secretary of Labor, or pursuant thereto, � and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of tf investigation to ascertain compliance with such rules, regulations, and > orders. 0 7) In the event of the Contractor's noncompliance with the > nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be canceled, terminated or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts or federally assisted (D construction contracts in accordance with procedures authorized in E Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. 8) The Contractor will include the portion of the sentence immediately preceding paragraph (1) and the provisions of paragraphs (1) through (8) in every subcontract or purchase order unless exempted by rules, >% regulations, or orders of the Secretary of Labor issued pursuant to M section 204 of Executive Order 11246 of September 24, 1965, so that U_ such provisions will be binding upon each subcontractor or vendor. The 0. Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of a enforcing such provisions, including sanctions for non-compliance; E provided, however, that in the event a contractor becomes involved in, or is threatened with,litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may Page 55 of 72 Packet Pg. 2546 1.2.a request the United States to enter into such litigation to protect the interests of the United States. 7.7.11 Covenant of No Interest. Owner and Contractor covenant that neither presently has any interest, and shall not acquire any interest, which would conflict in any manner or degree with its performance under this Agreement, and that the only interest of each is to perform and receive benefits as recited in this Agreement. 0 r- 0 7.7.12 Code of Ethics. Owner agrees that officers and employees of Monroe County recognize and will be required to comply with the standards of conduct for public officers and employees as delineated in Section 112.313, Florida Statutes, U) regarding, but not limited to, solicitation or of acceptance of gifts; doing business 0 with one's agency; unauthorized compensation; misuse of public position, 2 conflicting employment or contractual relationship; and disclosure or use of certain U) information. CL L- CL 7.7.13 No Solicitation/Payment. The Owner and Contractor warrant that, in 0 respect to itself, it has neither employed nor retained any company or person, other U) than a bona fide employee working solely for it,to solicit or secure this Agreement : and that it has not paid or agreed to pay any person, company, corporation, � individual, or firm, other than a bona fide employee working solely for it, any fee, commission, percentage, gift, or other consideration contingent upon or resulting tf from the award or making of this Agreement. For the breach or violation of the > provision, the Contractor agrees that the Owner shall have the right to terminate 0 this Agreement without liability and, at its discretion,to offset from monies owed, or otherwise recover, the full amount of such fee, commission, percentage, gift, or consideration. CL CL 7.7.14 Public Access. The Owner and Contractor shall allow and permit reasonable access to, and inspection of, all documents,papers, letters, or other a materials in its possession or under its control subject to the provisions of Chapter E 119, Florida Statutes, and made or received by the County and Contractor in conjunction with this Agreement; and the County shall have the right to unilaterally cancel this Agreement upon violation of this provision by Contractor. Contractor is required to: 7.7.14.1 Keep and maintain public records that ordinarily and necessarily would be required by the public agency in order to perform the service. as 7.7.14.2 Provide the public with access to public records on the same terms and conditions that the public agency would provide the records and 0. at a cost that does not exceed the cost provided in this chapter or as otherwise provided by law. E 7.7.14.3 Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law. Page 56 of 72 Packet Pg. 2547 1.2.a 7.7.14.4 Meet all requirements for retaining public records and transfer, at no cost, to the public agency all public records in possession of the contractor upon termination of the contract and destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be as provided to the public agency in a format that is compatible with the information technology systems of the public agency. 0 r_ 0 7.7.15 Non-Waiver of Immunity. Notwithstanding the provisions of Sec. 768.28, Florida Statutes, the participation of the Contractor and the Owner in this Agreement and the acquisition of any commercial liability insurance U) coverage, self-insurance coverage, or local government liability insurance 0 pool coverage shall not be deemed a waiver of immunity to the extent of 2 liability coverage, nor shall any contract entered into by the Owner be U) required to contain any provision for waiver. C 0 7.7.16 Privileges and Immunities. All of the privileges and immunities 0 from liability, exemptions from laws, ordinances, and rules and pensions U) and relief, disability, workers' compensation, and other benefits which : apply to the activity of officers, agents, or employees of any public agents � or employees of the Owner, when performing their respective functions 24 under this Agreement within the territorial limits of the Owner shall apply tf to the same degree and extent to the performance of such functions and > duties of such officers, agents, volunteers, or employees outside the 0 territorial limits of the Owner. 0 7.7.17 Legal Obligations and Responsibilities: Non-Delegation of Constitutional or Statutory Duties. This Agreement is not intended to, nor shall it be construed as, relieving any participating entity from any obligation or responsibility imposed upon the entity by law except to the extent of actual and timely performance thereof by any participating entity, E in which case the performance may be offered in satisfaction of the obligation or responsibility. Further,this Agreement is not intended to,nor shall it be construed as, authorizing the delegation of the constitutional or statutory duties of the Owner, except to the extent permitted by the Florida constitution, state statute, and case law. N U) 7.7.18 Non-Reliance by Non-Parties. No person or entity shall be entitled to rely upon the terms, or any of them, of this Agreement to enforce or >% attempt to enforce any third-party claim or entitlement to or benefit of any service or program contemplated hereunder, and the Owner and the U_ Contractor agree that neither the Owner nor the Contractor or any agent, 0. officer, or employee of either shall have the authority to inform, counsel, or otherwise indicate that any particular individual or group of individuals, entity or entities, have entitlements or benefits under this Agreement E separate and apart, inferior to, or superior to the community in general or for the purposes contemplated in this Agreement. Page 57 of 72 Packet Pg. 2548 1.2.a 7.7.19 Attestations. Contractor agrees to execute such documents as the County may reasonably require,to include a Public Entity Crime Statement, an Ethics Statement, and a Drug-Free Workplace Statement. 7.7.20 No Personal Liability. No covenant or agreement contained herein shall be deemed to be a covenant or agreement of any member, officer, as agent or employee of Monroe County in his or her individual capacity, and no member, officer, agent or employee of Monroe County shall be liable 0 personally on this Agreement or be subject to any personal liability or r_ accountability by reason of the execution of this Agreement. 7.7.21 Execution in Counterparts. This Agreement may be executed in any U) number of counterparts, each of which shall be regarded as an original, all 0 of which taken together shall constitute one and the same instrument and 2 any of the parties hereto may execute this Agreement by signing any such U) counterpart. a 0 7.7.22 Hold Harmless and Indemnification. Notwithstanding any minimum insurance 0 requirements prescribed elsewhere in this Agreement, Contractor shall defend, indemnify U) and hold the Owner and its elected and appointed officers and employees harmless from : and against (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings, appellate proceedings, or other proceedings relating to any type of injury (including death), loss, damage, fine, penalty or business interruption, and (iii) any costs or expenses that may be asserted against, initiated with respect to, or sustained by, any > indemnified party by reason of, or in connection with, (A)any activity of Contractor or any 0 of its employees, agents, contractors or other invitees during the term of this Agreement, (B) the negligence or recklessness, intentional wrongful misconduct, errors or other wrongful act or omission of Contractor or any of its employees, agents, sub-contractors or other invitees, or (C) Contractor's default in respect of any of the obligations that it undertakes under the terms of this Agreement, except to the extent the claims, actions, causes of action,litigation,proceedings, costs or expenses arise from the intentional or sole negligent acts or omissions of the Owner or any of its employees, agents, contractors or E invitees (other than Contractor). The monetary limitation of liability under this contract shall be equal to the dollar value of the contract and not less than $1 million per occurrence pursuant to Fla. Stat., Sec, 725.06. The limits of liability shall be as set forth in the insurance requirements included in this Section 00130. Insofar as the claims, actions, causes of action, litigation, proceedings, costs, or expenses relate to events or circumstances that occur during the term of this Agreement, this section will survive the expiration of the term of this Agreement or any earlier termination of this Agreement. Insofar as the claims, actions, causes of action, litigation, proceedings, costs or expenses >% relate to events or circumstances that occur during the term of this Agreement,this section will survive the expiration of the term of this Agreement or any earlier termination of this U_ Agreement. CL U_ 7.7.22.1 In the event that the completion of the Scope of Work, to include the work of others if applicable, is delayed or suspended as a result of the E Contractors failure to purchase or maintain the required insurance, the Contractor shall indemnify the Owner from any and all increased expenses resulting from such delay. Should any claims be asserted against the Owner by virtue of any deficiency Page 58 of 72 Packet Pg. 2549 1.2.a or ambiguity in the plans and specifications provided by the Contractor, the Contractor agrees and warrants that the Contractor shall hold the Owner harmless and shall indemnify it from all losses occurring thereby and shall further defend any claim or action on the Owner's behalf. 7.7.22.2 The first ten dollars ($10.00)of remuneration paid to the Contractor is for the indemnification provided for the above. U- 4- 0 r- 0 7.7.23 Section Headings. Section headings have been inserted in this Agreement as a matter of convenience of reference only, and it is agreed that such section headings are not a part of this Agreement and will not be used in the interpretation of any provision of this U) Agreement. 0 7.7.24 Disadvantaged Business Enterprise (DBE) Policy and Obligation. It is the policy U) of the Owner that DBEs, as defined in C.F.R. Part 26, as amended, shall have the C opportunity to participate in the performance of contracts financed in whole or in part with 0. County funds under this agreement. The DBE requirements of applicable federal and state 0 laws and regulations apply to this Agreement. The Owner and its Contractor agree to U) ensure that DBE's have the opportunity to participate in the performance of the Agreement. : In this regard, all recipients and contractors shall take all necessary and reasonable steps in accordance with applicable federal and state laws and regulations to ensure that DBE's have the opportunity to compete and perform contracts. The Owner and Contractor and subcontractors shall not discriminate on the basis of race, color, national origin or sex in > award and performance of contracts, entered pursuant to this Agreement. 0 7.7.25 Agreements with Subcontractors. In the event that the Contractor subcontracts any > or all of the work in this project to any third party, the Contractor specifically agrees to CL identify the Owner as an additional insured on all insurance policies required by the Owner. In addition,the Contractor specifically agrees that all agreements or contracts of any nature with its subcontractors shall be approved by Owner in writing and include the Owner as a additional insured. e ARTICLE 8 Termination. 8.1 By Owner for Convenience. The Owner may request that Contractor stop any and all work at any time, for any reason. The Owner shall pay Contractor for all work properly performed prior to the termination. A. In the event that the CONTRACTOR shall be found to be negligent in any aspect of service,the COUNTY shall have the right to terminate this Agreement U- after five (5) days' written notification to the CONTRACTOR. CL B. Either of the parties hereto may cancel this Agreement without cause by giving the other party sixty (60) days' written notice of its intention to do so. E C. Termination for Cause and Remedies: in the event of breach of any contract terms, the COUNTY retains the right to terminate this Agreement. The Page 59 of 72 Packet Pg. 2550 1.2.a COUNTY may also terminate this Agreement for cause with CONTRACTOR should CONTRACTOR fail to perform the covenants herein contained at the time and in the manner herein provided. In the event of such termination,prior to termination, the COUNTY shall provide CONTRACTOR with five (5) calendar days' written notice and provide the CONTRACTOR with an opportunity to cure the breach that has occurred. If the breach is not cured, the as Agreement will be terminated for cause. If the COUNTY terminates this Agreement with the CONTRACTOR,COUNTY shall pay CONTRACTOR the 0 sum due the CONTRACTOR under this Agreement prior to termination,unless r- the cost of completion to the COUNTY exceeds the funds remaining in the contract; however, the COUNTY reserves the right to assert and seek an offset for damages caused by the breach. The maximum amount due to CONTRACTOR shall not in any event exceed the spending cap in this 0 Agreement. In addition, the COUNTY reserves all rights available to recoup 2 monies paid under this Agreement, including the right to sue for breach of contract and including the right to pursue a claim for violation of the C COUNTY's False Claims Ordinance, located at Section 2-721 et al. of the CL Monroe County Code. 0 D. Termination for Convenience: The COUNTY may terminate this Agreement Cr for convenience, at any time, upon sixty (60) days' written notice to CONTRACTOR. If the COUNTY terminates this Agreement with the CONTRACTOR, COUNTY shall pay CONTRACTOR the sum due the CONTRACTOR under this Agreement prior to termination, unless the cost of > completion to the COUNTY exceeds the funds remaining in the contract. The 0 maximum amount due to CONTRACTOR shall not exceed the spending cap in this Agreement. L- CL CL E. For Contracts of any amount, if the County determines that the Contractor/Consultant has submitted a false certification under Section U) 287.135(5), Florida Statutes, or has been placed on the Scrutinized Companies that Boycott Israel List, or is engaged in a boycott of Israel, the County shall E have the option of (1) terminating the Agreement after it has given the Contractor/Consultant written notice and an opportunity to demonstrate the agency's determination of false certification was in error pursuant to Section 287.135(5)(a), Florida Statutes, or (2) maintaining the Agreement if the conditions of Section 287.135(4), Florida Statutes, are met. F. Termination for Convenience: The COUNTY may terminate this Agreement for convenience, at any time, upon sixty (60) days' written notice to CONTRACTOR. If the COUNTY terminates this Agreement with the CONTRACTOR, COUNTY shall pay CONTRACTOR the sum due the 2 CONTRACTOR under this Agreement prior to termination, unless the cost of U- completion to the COUNTY exceeds the funds remaining in the contract. The U- maximum amount due to CONTRACTOR shall not exceed the spending cap in W this Agreement. a E G. For Contracts of any amount, if the County determines that the Contractor/Consultant has submitted a false certification under Section 287.135(5), Florida Statutes, or has been placed on the Scrutinized Companies Page 60 of 72 Packet Pg. 2551 1.2.a that Boycott Israel List, or is engaged in a boycott of Israel, the County shall have the option of (1) terminating the Agreement after it has given the Contractor/Consultant written notice and an opportunity to demonstrate the agency's determination of false certification was in error pursuant to Section 287.135(5)(a), Florida Statutes, or (2) maintaining the Agreement if the conditions of Section 287.135(4), Florida Statutes, are met. as 4- H. For Contracts of $1,000,000 or more, if the County determines that the c Contractor/Consultant submitted a false certification under Section 287.135(5) g Florida Statutes, or if the Contractor/Consultant has been placed on the Scrutinized Companies with Activities in the Sudan List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or been U) engaged in business operations in Cuba or Syria, the County shall have the 0 option of (1) terminating the Agreement after it has given the 4- Contractor/Consultant written notice and an opportunity to demonstrate the agency's determination of false certification was in error pursuant to Section 0 287.135(5)(a), Florida Statutes, or (2) maintaining the Agreement if the 0 conditions of Section 287.135(4), Florida Statutes, are met. 0 U) as Cr 8.2 By Contractor for Cause. Contractor may terminate performance of W this agreement for cause at any time upon written notice to Owner U) tf (including notice by email). > 0 ARTICLE 9 Florida Public Records Law. > 0 Contractor must comply with Florida public records laws, including but not limited to Chapter 119, Florida Statutes and Section 24 of Article I of the Constitution of Florida. U) The County and Contractor shall allow and permit reasonable access to, and inspection of, all documents, records, papers, letters or other "public record" materials in its possession or under its control subject to the provisions of Chapter 119, Florida Statutes, and made or received by the County and Contractor in conjunction with this contract and related to contract performance. The County shall have the right to unilaterally cancel this contract upon violation of this provision by the Contractor. Failure of the Contractor to abide by the terms of this provision shall be deemed a material breach of this contract and the County N may enforce the terms of this provision in the form of a court proceeding and shall, as a prevailing party, be entitled to reimbursement of all attorney's fees and costs associated with that proceeding. This provision shall survive any termination or expiration of the contract. 2 U- CL The Contractor is encouraged to consult with its advisors about Florida Public Records Law in order to comply with this provision. Pursuant to Fla. Stat., Sec. 119.0701 and the terms and conditions of this contract, the as Contractor is required to: Page 61 of 72 Packet Pg. 2552 1.2.a 9.1 Keep and maintain public records required by the Owner to perform the Work as described in the Agreement. U) 9.2 Upon request from the Owner's custodian of public records, provide the Owner with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in this chapter or as as otherwise provided by law. 4- 0 9.3 Ensure that public records that are exempt or confidential and exempt from public r- records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the public agency. U) L- 0 9.4 Upon completion of the Agreement, transfer, at no cost, to the Owner all public records in possession of the Contractor or keep and maintain public records required by the U) public agency to perform the service. If the Contractor transfers all public records to the C public agency upon completion of the Agreement, the Contractor shall destroy any 0. duplicate public records that are exempt or confidential and exempt from public records 0 disclosure requirements. If the Contractor keeps and maintains public records upon U) completion of the Agreement, the Contractor shall meet all applicable requirements for : retaining public records. All records stored electronically must be provided to the public � agency., upon request from the public agency's custodian of public records, in a format 24 that is compatible with the information technology systems of the public agency. tf 9.5 A Contractor who fails to provide public records to Monroe County or pursuant to 0 a valid public records request within a reasonable time may be subject to penalties under Chapter 119.10, Florida Statutes. L- CL CL IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE E CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: BRIAN BRADLEY, C/O MONROE COUNTY ATTORNEY'S OFFICE, 1111 12TH STREET, SUITE 408, KEY WEST, FL 33040, ra el- ria L& r eC ty- . v, (305) 292-3470. Article 10 Safety Requirements. �s U- 0. 10.1 Safety Precautions and Programs 10.1.1 The Contractor shall be responsible for initiating, maintaining and a supervising all safety precautions and programs in connection with the performance of the Work. U Page 62 of 72 Packet Pg. 2553 1.2.a 10.1.2 In the event the Contractor encounters on the site material reasonably believed to be asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless,the Contractor shall immediately stop Work in the area affected and report the condition to the Owner's Representative in writing. The Work in the affected area shall not thereafter be resumed except by written agreement of the Owner and Contractor if in fact the material is asbestos or polychlorinated biphenyl as (PCB) and has not been rendered harmless. The Work in the affected area shall be resumed in the absence of asbestos or polychlorinated biphenyl (PCB), or when it 0 has been rendered harmless, and notice provided by Owner. r- 10.1.3 The Contractor shall not be required to perform without consent any Work relating to asbestos or polychlorinated biphenyl (PCB). U) L- 0 10.1.4 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death to persons resulting from a material or substance encountered on U) the site by the Contractor, the Contractor shall, upon recognizing the condition, C immediately stop Work in the affected area and report the condition to the Owner's CL Representative in writing. The Owner and Contractor shall then proceed in the 0 same manner described in Subparagraph 10.1.2. U) Cr 10.1.5 The Owner shall be responsible for obtaining the services of a licensed as laboratory to verify a presence or absence of the material or substance reported by the Contractor and, in the event such material or substance is found to be present, tf to verify that it has been rendered harmless. Unless otherwise required by the > Contract Documents, the Owner shall furnish in writing to the Contractor, the 0 names and qualifications of persons or entities to perform tests verifying the presence or absence or substance. or who are to perform the task of removal or safe containment of such material or substance. The Contractor shall promptly reply to CL the Owner in writing stating whether there is a reasonable objection to the persons or entities proposed by the Owner. If the Contractor has an objection to a person or entity proposed by the Owner, the Owner shall propose another to whom the Contractor has no reasonable objection. E 10.2 Safety of Persons and Property 3 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: U) 10.2.1.1 Employees performing the Work and other persons who may be affected thereby. x as 10.2.1.2 The Work, materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the 0. Contractor or the Contractor's Subcontractors. M as 10.2.1.3 Other property at the site or adjacent thereto, such as trees, E shrubs, lawns, walks,pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of the Work; and Page 63 of 72 Packet Pg. 2554 1.2.a 10.2.1.4 Construction or operations by the Owner or other Contractors. U) 10.3 The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities regarding the safeguarding of as persons or property or their protection from damage, injury or loss. 4- 0 10.4 The Contractor shall erect and maintain, as required by existing conditions and r- performance of the Contract, reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards,promulgating safety regulations and notifying owners and users of adjacent sites and utilities. U) L- 0 10.5 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary for execution of the Work, the Contractor shall exercise U) utmost care and carry on such activities under supervision of properly qualified personnel. C L- CL 10.6 The Contractor shall promptly remedy damage and loss to property referred to in 0 Subparagraphs 10.2.1.2, 10.2.1.3, 10.2.1.4 caused by Contractor, a Subcontractor, or U) anyone directly or indirectly employed by any of them, or by anyone for whose acts they : may be liable and for which the Contractor is responsible under Subparagraphs 10.2.1, � except damage or loss attributable to acts or omissions of the Owner, or anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be tf liable, and not attributable to the fault or negligence of the Contractor. The foregoing > obligations of the Contractor are in addition to the Contractor's obligations herein. 0 10.7 The Contractor shall designate a responsible member of the Contractor's > organization at the site whose duty shall be the prevention of accidents. This person shall CL be the Contractor's Representative unless otherwise designated by the Contractor in writing to the Owner. as 10.8 Emergencies. In an emergency affecting safety of persons or property, the E Contractor shall act, at the Contractor's discretion,to prevent threatened damage, injury or loss. Additional extension of time or compensation claimed by the Contractor as a result of an emergency shall be requested in writing to Owner's Representative. ARTICLE 11 Insurance. 11.1 Prior to commencement of Work governed by this contract (including the pre- >% staging of personnel and material), the Contractor shall obtain, at its own expense, insurance as follows: U- 0. 11.1.1 Policies shall be written by companies licensed to do business in the State of Florida and having an agent for service of process in the State of Florida. All insurance companies shall have an E A.M. Best rating of A- and a Financial Size of VI or better. The required insurance shall be maintained at all times while CONTRACTOR is providing service to COUNTY. Page 64 of 72 Packet Pg. 2555 1.2.a 11.1.1.1 General Liability Insurance: Prior to the commencement of work governed by this contract, the Contractor shall obtain General Liability Insurance. Coverage shall be maintained throughout the life of the contract and include, as a minimum: x 11.1.1.1.1 Premises Operations 0 r- 0 11.1.1.1.2 Products and Completed Operations 11.1.1.1.3 Blanket Contractual Liability U) 0 11.1.1.1.4 Personal Injury Liability U) 0 11.1.1.1.5 Expanded Definition of Property Damage a 0 11.1.1.1.6 The minimum limits acceptable shall be: 0 $500,000 Combined Single Limit(CSL). U) Cr as 11.1.1.2 If split limits are provided, the minimum limits acceptable shall be: 11.1.1.2.1 $250,000 per Person > 11.1.1.2.2 $500,000 per Occurrence c 0 11.1.1.2.3 $ 50,000 Property Damage U) 11.1.1.3 An Occurrence Form policy is preferred. If coverage is provided on a Claims Made policy, its provisions E should include coverage for claims filed on or after the effective date of this contract. In addition, the period for which claims may be reported should extend for a minimum of twelve (12) months following the acceptance of work by the County. 11.1.1.3.1 The Monroe County Board of County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. x as 11.1.1.4 General Liability Insurance Additional: Recognizing that the work governed by this contract involves 0. either underground exposures, explosive activities, or the possibility of collapse of a structure, the Contractor's General Liability Policy shall include coverage for the XCU (explosion, E collapse, and underground) exposures with limits of liability equal to those of the General Liability Insurance policy. Page 65 of 72 Packet Pg. 2556 1.2.a 11.1.1.5 Vehicle Liability Insurance: Recognizing that the work governed by this contract requires the use of vehicles, the Contractor,prior to the commencement of work, shall obtain Vehicle Liability Insurance. Coverage shall be maintained throughout the life of the contract and include, as a minimum, liability coverage for: as 11.1.1.5.1 Owned, Non-Owned, and Hired Vehicles 0 r_ 0 11.1.1.5.2 The minimum limits acceptable shall be: $300,000 Combined Single Limit(CSL) U) 11.1.1.5.3 If split limits are provided, the minimum limits 0 acceptable shall be: 2 11.1.1.5.1 $100,000 per Person U) a 0 11.1.1.5.2 $300,000 per Occurrence 0. L 0 11.1.1.5.3 $ 50,000 Property Damage U) Cr 11.1.1.5.4 The Monroe County Board of as County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. > 0 11.1.1.6 Workers Compensation Insurance Prior to the commencement of work governed by this contract, the Contractor shall obtain Workers' Compensation Insurance with limits sufficient to respond to the applicable state statutes. U) 11.1.1.7 In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not less than: E 11.1.1.7.1 $500,000 Bodily Injury by Accident 3 11.1.1.7.2 $500,000 Bodily Injury by Disease, policy limits N 11.1.1.7.3 $500,000 Bodily Injury by Disease, each employee as 11.1.2 If the Contractor has been approved by the Florida's Department of 0. Labor as an authorized self-insurer, the County shall recognize and honor the Contractor's status. The Contractor may be required to submit a Letter of Authorization issued by the Department of Labor and a Certificate of E Insurance,providing details on the Contractor's Excess Insurance U Program. Page 66 of 72 Packet Pg. 2557 1.2.a 11.1.3 If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be required. In addition, the Contractor may be required to submit updated financial statements from the fund upon request from the County. 11.1.4 In the event that the service is delayed or suspended as a result of the Respondents failure to purchase or maintain the required insurance, the U_ Respondent shall indemnify the County from any and all increased expenses 0 resulting from such delay. r_ 11.1.5 The Contractor will ensure that the insurance obtained will extend U) protection to all subcontractors engaged by the Contractor. As an 0 alternative the Contractor may require all subcontractors to obtain 2 insurance consistent with the attached schedules. U) CL 0 11.1.6 The Contractor will not be permitted to commence Work governed 0. by the Agreement (including pre-staging of personnel and material) until 0 satisfactory evidence of the required insurance has been furnished to the U) County as specified below. Delays in the commencement of Work : resulting from the failure of the Contractor to provide satisfactory evidence of the required insurance shall not extend deadlines specified in this Agreement and any penalties and failure to perform assessments shall be imposed as if the Work commenced on the specified date and time, except > for the Contractor's failure to provide satisfactory evidence of insurance. 0 11.1.7 The Contractor shall maintain the required insurance throughout the > entire term of this Agreement and any extensions specified in any attached CL schedules. Failure to comply with this provision may result in the immediate suspension of all Work until the required insurance has been reinstated or replaced. Delays in the completion of Work resulting from the failure of the Contractor to maintain the required insurance shall not E extend deadlines specified in this Agreement and any penalties and failure to perform assessments shall be imposed as if the Work commenced on the specified date and time, except for the Contractor's failure to provide satisfactory evidence of insurance. 11.1.8 The Contractor shall provide to Owner, as satisfactory evidence of the required insurance, either a Certificate of Insurance or a certified copy of the actual insurance policy. x as 11.1.9 The County, at its sole option, has the right to request a certified copy of any or all insurance policies required by this Agreement. CL 11.1.10 All insurance policies must specify that they are not subject to cancellation,nonrenewal, material change, or reduction in coverage unless E a minimum of thirty (30) days prior notification is given to the County by U the insurer. Page 67 of 72 Packet Pg. 2558 1.2.a 11.1.11 The acceptance and/or approval of the Contractor's insurance shall not be construed as relieving the Contractor from any liability or obligation assumed under this contract or imposed bylaw. 11.1.12 The Monroe County Board of County Commissioners, its employees and officials, 1100 Simonton Street, Key West, Florida 33040, as will be included as an "Additional Insured" on all policies, except for Worker's Compensation. 0 r_ 0 11.1.13 In addition, the Monroe County Board of County Commissioners will be named as an additional insured and loss payee on all policies covering County-owned property. U) L_ 0 11.1.14 Any deviations from these General Insurance Requirements must be requested in writing on the County prepared form entitled "Request for U) Waiver of Insurance Requirements" and approved by the Monroe County's C Risk Manager. ci L 0 11.2 Builder's Risk Insurance: Not required U) Cr 11.3 Public Construction Bond: For purposes of the Contract, Year 1 shall be used for as the "amount of the cost of construction." as 0 Public Construction Bond in the amount of the cost of construction is a requirement of this Contract. Bond must be issued by an A rated surety company doing business in the State of Florida. 0 0 ARTICLE 12 Uncovering and Correction of Work. 12.1 Uncovering of Work. a E 12.1.1 If any portion of the Work has been covered prior to inspection by Owner, or any requirements specifically requested by Owner, it must, if required in writing by Owner, be uncovered for their observation and be replaced at the Contractor's expense without change in the Contract Time. 12.1.2 If a portion of the Work has been covered which the Owner has not specifically requested to observe prior to its being covered,the Owner may request to see such Work and it shall be uncovered by the Contractor. If >% such Work is in accordance with the requirements of the Work, costs of uncovering and replacement shall, by appropriate Change Order, and be U_ charged to the Owner. If such Work is not in accordance with the CL requirements of the Work, the Contractor shall pay such costs, unless the condition was caused by the Owner, in which event the Owner shall be responsible for payment of such costs. E U Page 68 of 72 Packet Pg. 2559 1.2.a 12.2 Correction of Work. 12.2.1 The Contractor shall promptly correct Work rejected by Owner for failing to conform to the requirements as outlined in the Scope of Work, whether or not fabricated, installed or completed. The Contractor shall bear costs of correcting such rejected Work, including additional testing as and inspections. 4- 0 12.2.2 If, within one year after the date of final payment for the Work or r- designated portion thereof, or after the date for commencement of warranties established in this Agreement, or by terms of an applicable special warranty required by the requirements of the Work, any of the U) Work is found to be not in accordance with the requirements of the Work, 0 the Contractor shall correct it promptly after receipt of written notice from 2 the Owner to do so unless the Owner has previously given the Contractor U) a written acceptance of such condition. This period of one year shall be C extended with respect to portions of Work first performed after Substantial 0. Completion by the period of time between Substantial Completion and the 0 actual performance of the Work. This obligation under this Subparagraph U) 12.2.2 shall survive acceptance of the Work under the Contract and : termination of the Contract. The Owner shall give such notice promptly � after discovery of any such condition. Mn tf 12.2.3 The Contractor shall remove from the site portions of the Work .G which are not in accordance with the requirements of the Work and are 0 neither corrected by the Contractor nor accepted by the Owner. 0 12.2.4 If the Contractor fails to correct nonconforming Work within a CL reasonable time, the Owner may correct it in accordance with this paragraph. If the Contractor does not proceed with correction of such nonconforming Work within a reasonable time fixed by written notice from a Owner, the Owner may remove it and store the salvageable materials or E equipment at the Contractor's expense. If the Contractor does not pay costs of such removal and storage within ten days after written notice,the Owner may upon ten additional days' written notice sell such materials and equipment at auction or at private sale and shall account for the proceeds thereof, after deducting costs and damages that should have been borne by the Contractor. If such proceeds of sale do not cover costs which the Contractor should have borne, the Contract Sum shall be reduced by the deficiency. If payments then or thereafter due the Contractor are not >% sufficient to cover such amount, the Contractor shall pay the difference to the Owner. U- CL 12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged constriction, whether completed or partially completed, of the Owner or other Contractors caused by the Contractor's correction or E removal of Work which is not in accordance with the requirements of the U Work. Page 69 of 72 Packet Pg. 2560 1.2.a 12.2.6 Nothing contained in this Agreement shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have as part of the requirements of the Work. Establishment of the time period of one year as described in Subparagraph 12.2.2, relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation as to comply with the Agreement may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the 0 Contractor's liability with respect to the Contractor's obligations other than r- specifically to correct the Work. 12.3 Acceptance of Nonconforming Work U) L- 0 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of the Work, the Owner may do so instead of U) requiring its removal and correction, in which case the Contract Sum will C be reduced as appropriate and equitable. Such adjustment shall be affected whether or not final payment has been made. 0 U) as Cr ARTICLE 13 Miscellaneous Provisions. as as 13.1 Governing Law tf as 13.1.1 The contract shall be governed by the laws of the State of Florida. c Venue for any claims or disputes arising under this contract shall be in the Circuit Court of the loth Judicial Circuit of the State of Florida. 0 13.2 Successors and Assigns < U) 13.2.1 The Owner and the Contractor each binds himself, his partners, a successors, assigns, and legal representatives of such other party in respect E to all covenants, agreements, and obligations contained this Agreement. Neither party to the Agreement shall assign its obligations under the Agreement or sublet it as a whole without the written consent of the other. 13.2.2 The Contractor shall not assign any monies due or to become due under this Contract without prior written consent of the Owner. REMAINDER OF PAGE LEFT BLANK INTENTIONALLY 0. as E Page 70 of 72 Packet Pg. 2561 1.2.a IN WITNESS WHEREOF, the parties hereto have duly executed this Agreement on the day and year first above written. Authorized Officer on behalf of Client: Contractor: �s By: By: r- 0 Name: Name: U) Title: Title: 0 Date: Date: U) 0 0 (SEAL) BOARD OF COUNTY COMMISSIONERS OF MONROE 0 COUNTY, FLORIDA U) ATTEST: KEVIN MADOK, CLERK Cr as By: By: as 0 Approved as to form and legal sufficiency 0 Christina Cory, Asst. County Attorney Monroe County Attorney's Office U) as E 04 U) qb CL (D E Page 71 of 72 Packet Pg. 2562 EXHIBIT 44A99 2= U- 4- 0 U) 0 U) 0 CL 0 L- CL 1- U) A 0 0 CL CL U) E .a u cn cl cn cl CN U) U- 0- U- w E .a u Page 72 of 72 1 Packet Pg. 2563 1.2.a FLORIDA KEYS AQUEDUCT AUTHORITY MINIMUM DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS LL 4- ERN i % U) 0 C. cr �j. ' uu uuuumiVuu � � C. CL /. cn cl cn cl r N ri i) / Fill, ENGINEERING DEPARTMENT E Revised 3-13-17 1 Packet Pg. 2564 1.2.a FLORIDA KEYS AQUEDUCT AUTHORITY MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS TABLE OF CONTENTS 0 U) I. FORMAT FOR WATER MAIN DRAWINGS 1 0 II. GENERAL DESIGN CRITERIA 7 U) 0. 0 III. FIRE FLOW SERVICE CONSIDERATIONS 10 49 IV. MATERIAL SPECIFICATIONS 11 U) a� V. WATER MAIN CONSTRUCTION PROCEDURES 18 a� A VI. PRESSURE TESTING 24 VII. DISINFECTION 25 0 VIII. MATERIAL AND INSTALLATION STANDARDS 26 0 IX. STANDARD DETAILS 28 U) c� cn cli cn cli CN U) a m E u Revised 3-13-17 2 Packet Pg. 2565 1.2.a FLORIDA KEYS AQUEDUCT FLORIDA KEYS AQUEDUCT AUTHORITY MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS L FORMAT FOR UTILITY DRAWINGS - A. All drawings shall be done on 24"x 36" and/or 11"x 17" sheet with standard title 2 block. Lettering shall be 1/8-inch or larger to permit photographic reduction. Line U) quality shall be uniform and heavy enough to permit legible copies to be made L_ 0 from original documents. U) 0 B. Drawings shall include: 0 1. Cover sheet with location map, legend, sheet index, and general construction notes 49 2. Plan views of proposed utilities 3. Profile views as may be required 4. Construction details-indicate conflicts/separation with utilities 5. Locations of all existing utilities including existing water mains and valves a� 6. Minimum scale shall be 1:40; maximum shall be 1:20. > 7. Digital Copy-Auto Cad 2007 or newer 0 8. Signed and Sealed by a Florida Licensed P.E. 0 C. Location map shall show Key, Mile Marker, and Roads from U.S. 1 (reference DOT Station #) leading location to work at a scale appropriate to clearly indicate U) all such information. Legend shall include all symbols used on drawings. Sheet index shall reference all sheets included with plans by name and number. c� D. General construction notes shall be as follows: c� 1. The contractor shall notify all utilities with facilities in proximity to the proposed utility 72 hours prior to starting work and shall coordinate his U) work with utility representatives. 2. The contractor shall notify the Florida Keys Aqueduct Authority Contract 2 Office 72 hours prior to starting work so that inspection may be scheduled. Inspections will be made between 8:00a.m. and 5:00p.m. Monday through Friday excluding legal holidays. When inspections are required after 5:00p.m. or on weekends and holidays the contractor shall reimburse Florida Keys Aqueduct Authority for all costs incurred to perform the inspections. Revised 3-13-17 3 Packet Pg. 2566 1.2.a The Florida Keys Aqueduct Authority observes the following holidays: New Year's Day, Martin Luther King Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Columbus Day, Thanksgiving Day, Day After Thanksgiving, Christmas Day, and/or as X otherwise directed by Florida Keys Aqueduct Authority. 4- 0 3. The Contractor shall be responsible for locating all utilities in the a proposed area of work prior to proceeding by calling Sunshine at 1-800- 432-4770. All excavation work must comply with applicable State and U) Federal (OSHA)requirements, including the Florida Trench Safety Act. L_ 4- 4. The Contractor shall not interrupt service to customers while making U) connection to existing utilities without the presence of a Florida Keys 0 L_ Aqueduct Authority Representative. Such tie-ins shall be scheduled with the Florida Keys Aqueduct Authority 72 hours in advance. The 49 Contractor may be required in certain instances to schedule his/her tie-in work at off peak hours. Shut-downs shall be kept to a maximum of 2 hours, unless previously approved by Florida Keys Aqueduct Authority, pending extenuating circumstances. 5. The Contractor shall utilize an approved reduced pressure zone backflow 0 preventer, and meter all water taken from Florida Keys Aqueduct ra Authority utilities for flushing, pigging, testing, and disinfection of mains. Meters must be obtained from Florida Keys Aqueduct Authority. All water metered during construction, will be billed for construction. U) 6. The Contractor shall have a supervisor present on the jobsite at all times who is capable of speaking, reading and writing in the English language. 7. No revisions shall be made to the plans without the written approval of the Florida Keys Aqueduct Authority Engineering Department. c� U) 8. Information shown on the drawings as to the location of existing utilities CU has been prepared from the most reliable data available to the Engineer. However, this information is not guaranteed and it shall be the 2 responsibility of the contractor to determine the location, character and U_ depth of any existing utilities, at no additional cost to the Florida Keys W Aqueduct Authority. Extreme caution shall be exercised to prevent a� damage to existing utilities. Repairs to existing utilities necessitated because of damage caused by contractor's activities shall be at the expense Revised 3-13-17 4 Packet Pg. 2567 1.2.a of the Contractor. Any actions by the Contractor necessitating repair to Florida Keys Aqueduct Authority facilities will require that the Contractor notify the Florida Keys Aqueduct Authority Representative immediately and adhere to Florida Keys Aqueduct Authority main break procedures. X Repairs to existing water lines will be made before construction continues. 4- 0 9. No excavation shall be permitted in the area of the transmission pipeline a without a Florida Keys Aqueduct Authority representative at the site. Contractor must excavate by hand when within 24-inch of an existing U) utility. L_ 0 4- 10. Construction shall be performed in such a manner as to provide a U) minimum of inconvenience to the residents of the area. At no time shall 0.0 roadways or pathways be blocked without providing a well-marked and easily accessible alternative route. Signs and markings shall be provided in accordance with the Florida Department of Transportation Roadway and Traffic Design Standards. The Contractor shall submit to the Florida Keys Aqueduct Authority maintenance of traffic (M.O.T.) plan that shows the scheme(s) that is intended for use on site. This shall include barricades, signing, and/or temporary striping. A 24 hour/day contact name and phone number shall be provided to the Florida Keys Aqueduct Authority 0 Engineering Department both the M.O.T. Plan and contact shall be ra updated as needed. For projects involving state roads, the M.O.T. must L 0. also be submitted to F.D.O.T. for approval. For projects not within FDOT < right-of-way, M.O.T. shall be in accordance with Part VI of the Manual of U) Uniform Traffic Control Devices (MUTCD), latest edition. Contractor shall assist in public notification efforts. 11. The Contractor shall not operate any utility valve or make tap on any utility unless an Florida Keys Aqueduct Authority representative is present. All existing system valves are to be operated by Florida Keys Aqueduct Authority personnel only. Contractor must provide three (3) business days notification prior to scheduled shut downs. 12. At the preconstruction meeting with the Florida Keys Aqueduct 2 Authority, the Contractor shall submit a project schedule to the Florida U_ 0- Keys Aqueduct Authority Engineering Department in an approved format that details all construction activities throughout the term of the contract. a� This schedule shall indicate those activities considered to be on the critical path for satisfactory completion within the time limits of the contract. It Revised 3-13-17 5 Packet Pg. 2568 1.2.a will be submitted for approval to the Florida Keys Aqueduct Authority, and must be approved, or revised and resubmitted in an acceptable form prior to commencement of any construction activity on the project. The Florida Keys Aqueduct Authority shall require a resubmittal of this schedule if the Contractor falls more than 5% behind (dollar value of 0 contract items versus contract time, excluding material advances), .2 showing how the Contractor, at further cost or expense to the Florida Keys Aqueduct Authority will mitigate the delay and complete this project U) within the contract duration as specified. L_ 0 4- Deviation from the approved schedule will be by written permission of the U) Florida Keys Aqueduct Authority. This schedule will be reflective of the 0 L_ Contractor's M.O.T. Plan. Failure to submit the initial schedule may result in the suspension of all construction activity. Failure to submit schedule revisions within ten (10) calendar days of written notice by the Florida Keys Aqueduct Authority shall result in withholding of all progress payments until an acceptable schedule is delivered and approved by the Florida Keys Aqueduct Authority. 0 13. The contractor is responsible for collecting GPS coordinates for all fittings, valves, bends, flush-out assemblies, connections to existing utilities, fire hydrants, service connections, meters, etc. on U) required State Coordinate System- NAD NAD 1983 HARN State u Plane Florida_East_FIPS_0901 Feet and must be deliverable as a shape file with attributes (i.e. pipe with size, diameter and length of pipe segments, valves with type, size, turns to close, and fittings with type and sizes, etc. prior to burial. The vertical and horizontal precision should be within 1-inch and lfeet, respectively. N U) E. Drawings reviews shall be prepared in the following manner: CU Location of proposed utilities, valves, flush-outs, hydrants, and services shall be a� referenced to existing right-of-way lines, street centerlines, lot lines, and/or other permanent structures. All existing utilities and other structures in proximity to the U_ proposed water mains shall be shown and referenced in a similar manner. Size and type of all existing utilities to be tapped and size, type and lengths of proposed utilities shall be indicated. The location and limits of all easements to be granted to the Florida Keys Aqueduct Authority shall be indicated. Width of Revised 3-13-17 6 Packet Pg. 2569 1.2.a existing pavement, distance from right-of-way and right-of-way shall be indicated. Drawings shall indicate location, size, type of all driveways to be crossed by the proposed utilities shall be indicated. Pavement cuts and paved driveway cuts shall be indicated. All utilities to be conveyed to the Florida Keys X Aqueduct Authority shall be indicated. The location and elevation of a 1929 NGVDF Benchmark shall be indicated. Elevations of existing and proposed roads 0 referenced to said benchmark shall be indicated when necessary to insure proper roads referenced to said benchmark shall be indicated when necessary to insure proper cover over utilities. Drawings shall include all general notes. U) F. Profile view shall clearly indicate all utilities in areas of potential conflict of 0 proposed utilities. Plan and profile sheet should be used to indicate both plan and M profile when profile views are required. Vertical scale shall be one inch=two feet 0. 0 or less. Horizontal scale shall be same as plan view. 9 IL GENERAL DESIGN CRITIERIA A. Service lines shall be as follows: SIZE TO MATERIAL MAXIMUM No. OF BE USED METERS SERVED 1-inch BLUE CTS-POLYETHYLENE 2 EA 5/8"x3/4" (SDR9) > TUBING OR 1EAI" 2" BLUE CTS-POLYETHYLENE 6 EA 5/8"x3/4" (SDR9) TUBING OR 4 EA 1" ORIEA1.5" OR 1 EA 2" U) 4" AWWA C-900 PVC PIPE 1 EA 3" METER DR18" OR 1 EA 4" METER 6" AWWA C-900 PVC PIPE 1 EA 6" METER DR 18" B. Minimum size of utilities shall be 4-inches unless otherwise approved by the Florida Keys Aqueduct Authority Manager of Engineering. c� �i C. Utilities and services lines shall be installed in public right-of-way (R/W). When Cu easements are necessary, permission must be obtained from the Florida Keys Aqueduct Authority Engineering Department before incorporation into the design. 2 Easement shall be a minimum of 20 feet wide and must include all meters and appurtenances. 0- D. Minimum depth to cover shall be 36-inches under pavement, 30-inches cover under nonpavement within FDOT R/W and 30-inches outside FDOT R/W unless Revised 3-13-17 7 Packet Pg. 2570 1.2.a otherwise approved by the Florida Keys Aqueduct Authority Engineering Department. Maximum depth of cover shall be 5-feet. E. Installation of utilities in proximity with sewer, storm sewer and reclaimed mains X shall adhere to requirements outlined in FDEP Section 62-555.314 (1), (2), (3), .0 LL and (4). 0 Parallel installation: Utilities shall be laid in accordance with FDEP Section 62-555.314 from any U) existing or proposed sewer. The distance shall be measured pipewall to pipewall. L- In case where it is not practical to maintain a minimum separation, the FDEP may 4- allow deviation on a case-by-case basis, if supported by data from the design U) engineer. 0 Crossings: Utilities crossing sewer, storms sewer and reclaimed mains shall be laid in accordance with FDEP Section 62-555.314 from any existing or proposed sewer, storm sewer and reclaimed mains. This shall be the case where the water main is a� either above or below the sewer, storm sewer and reclaimed mains. At crossings, one full length of water pipe shall be located so both joints will be as far from the sewer, storm sewer and reclaimed mains as possible. Special structural support for 0 the water and sewer, storm sewer and reclaimed mains may be required. 0 Exception: The Florida Keys Aqueduct Authority and FDEP must specifically approve any U) variance from the above requirements when it is impossible to obtain the specified u separation distances. Where sewers are being installed and specified separation distances cannot be met, the sewer materials shall be water main pipe or equivalent and shall be pressure tested to FDEP specifications to ensure water tightness. c� N Force mains: U) Utilities shall be laid in accordance with FDEP Section 62-555.314 from any existing or proposed sewer force mains. F. Water meters shall be located at the frontage of the property to be served generally within an existing City, County or State right-of-way. Whenever two W or more meters are utilized to supply a premise, such meters shall be grouped a� and installed at a location designated by the Florida Keys Aqueduct Authority. E Meters for adjacent properties shall be grouped, or paired, at a common property Revised 3-13-17 8 Packet Pg. 2571 1.2.a line, whenever possible. Water meters will not be installed within ten (10)feet of an existing or proposed septic tank and/or drainfield. Water meters shall not be installed in a driveway. G. The Contractor shall maintain on a daily basis at the jobsite, and make available to the Florida Keys Aqueduct Authority on request, one current record set of 0 Drawings which have been neatly and accurately marked up to indicate all modifications in the completed work that differ from the design information shown on the drawings. Upon substantial completion and, prior to final payment U) of the work, the Contractor shall give the Florida Keys Aqueduct Authority one L_ complete set of neatly marked up Record Drawings which shall consist of the 4- following at a minimum: U) 0. 0 1. Valves: Valves shall have measurements from the centerline of paralleling and closet intersecting streets and property lines. Type of valve (make, model, size, type-gate valve or butterfly valve), the number of turns to open valve, and the direction to open shall be indicated. 2. Bends: Both horizontal and vertical bends shall have measurements from the 0 centerline of paralleling and closet intersecting streets and property lines ra measurements to nearest valve. Degree of bend and method of restraint CL CL shall be indicated. < U) 3. Fittings and Specials: u Fittings shall have measurements from the centerline of paralleling and closet intersecting streets and property lines. Method of restraint and measurement to nearest valve shall be indicated. 4. Flush-Out Assembly: N Flush-outs shall have measurements from the centerline of paralleling and closet intersecting streets and property lines. Make and model shall be CU indicated measurement to nearest valve. a� 5. Connection to Existing Utilities: Connections shall have measurements from the centerline of paralleling W and closet intersecting streets and property lines. Type of material of a� existing water main being connected to and the type of connection (i.e. E tapping sleeve and valve, tee, etc.), shall be indicated. Revised 3-13-17 9 Packet Pg. 2572 1.2.a 6. Utilities: Locations of any existing utilities including drainage pipe shall be indicated. 7. Service Connections: Service connections shall indicate meter numbers and any change of 0 connection (i.e. D, E, F, G, or H) from original design and locations of service shall be GPS located. III. FIRE FLOW SERVICE CONSIDERATIONS 0 4- The provision of adequate fire flow service to a new development by the FLORIDA U) KEYS AQUEDUCT AUTHORITY is not always possible. In many instances, adequate 0 L_ fire flow service must be provided by the construction of on-site facilities by the developer. U) The amount of fire flow service to be provided will be determined by Florida Building a� Code, Monroe County Fire Department requirements, and the developer's Design Engineer prior to construction and shall be in accordance with applicable insurance requirements. It is the responsibility of the developer's design engineer to determine the fire flow service requirements. The Florida Keys Aqueduct Authority Engineering 0 Department will determine in each instance the adequacy of the Florida Keys Aqueduct ra Authority water system to provide the needed fire flow as determined by the developer's 0. design engineer. If Florida Keys Aqueduct Authority water system is considered to be adequate to handle required fire flow and the fire line is allowed to be connected to the U) Florida Keys Aqueduct Authority system without the use of a booster pump, storage tank, or pump suction control valve. The use of a DCDA or RPDA is still required. If the Florida Keys Aqueduct Authority determines that the Florida Keys Aqueduct Authority system cannot provide required fire flow, the Design Engineer shall select one of the methods below to provide fire protection. N METHOD 1: U) The fire sprinkler system, fire standpipes or fire hydrants are served by a fire booster pump drawing water from the storage tank or swimming pool which is isolated from the 2 Florida Keys Aqueduct Authority water system. The tank fill line is connected to the U_ domestic plumbing after the domestic meter and reduced pressure zone backflow W preventer. All water used for the fire purposes is metered through the domestic meter. a� The domestic plumbing lines and the fire lines after the storage tank are not connected at E any point. No full flow fire meter, detection check valve assembly, or reduced pressure Revised 3-13-17 10 Packet Pg. 2573 1.2.a detection assembly (DCDA or RPDA) is required. No pump suction control valve is required. The storage capacity of the tank and the size of the booster pump may be adjusted as required so as to provide the optimum degree of fire flow dictated by the use of the premises. This method does not depend upon the instantaneous availability of M adequate pressures and quantities from the Florida Keys Aqueduct Authority and is the only method which the Florida Keys Aqueduct Authority will accept in all instances. 0 METHOD 2: U) In this approach the storage tank and air gap are eliminated and a pump suction control L_ 0 (PSC) valve and Detection Check Valve Assembly (DCDA or RPDA) are installed in a 4- "fire line". The PSC valve prevents the fire booster pump from reducing Florida Keys U) Aqueduct Authority water main pressure below 20 psi. The DCDA or RPDA will detect 0 L_ both the unauthorized use of water and leaks through the "fire line". This method protects the FKA water system from backflow but provides only a limited degree of fire flow. 49 U) IV. MATERIAL SPECIFICATIONS No Lead Law-All materials must be "lead free". "Lead Free" means no lead content no a� more than 0.25%in the wetted surface material. 0 A. Hardware All hardware shall be SS304. B. EPDM Gaskets U) C. Ductile Iron Pipe Fittings u c� 1. Ductile Iron Pipe: Ductile iron pipe shall conform to AWWA C151 (ANSI A21.51) and shall be pressure Class 350. c� 2. Lining: Ductile iron pipe for utilities shall have an internal lining of cement N mortar in accordance with AWWA C104/A21.4. U) CU 3. Coating: Buried ductile iron pipe shall be bituminous coated per AWWA C151/A2.51 and wrapped in a 12 mil polyethylene encasement. 2 U_ 4. Push-On Points: Bell and spigot ductile iron pipe shall be EPDM gasket Zi compression, push-on type as specified in AWWA C111 (ANSI A21.11). These a� joints may be U.S. Pipe and Foundry Tyton Joints or approved equal. E c� Revised 3-13-17 11 Packet Pg. 2574 1.2.a 5. Restrained Joints: Restrained joint pipe shall be used for changes in elevation or alignment as shown on the plans or as required in the field by the Engineer. Restrained joints may be U.S. Pipe and Foundry TR Flex by U.S. Pipe joints, American Ductile Iron Pipe Lok-Ring, or approved equal. All restrained joints M shall have a working pressure of 350 psi. 0 U_ 4- 0 6. Ductile Iron Fittings: Ductile iron fittings shall be restrained joint type, and shall conform to ANSI/AWWA C153/A21.53, and must be Domestic or approved equal. All fittings shall have a working pressure rating of 350 psi in sizes 4-inch U) through 24-inch, and shall be coated and lined as specified for pipe. L_ 4- All piping valves, meters, etc. within meter or valve vaults shall be flanged. U) Flanged fittings on high pressure side of transmission main shall be Class 250. All 0 others shall be Class 125. All hardware shall be Type 304 stainless steel. 9 7. Ductile iron pipe shall be installed along the entire frontage of existing and abandoned gas stations (or other sources of subsurface hydrocarbon contamination) plus 200 L.F. distance on each side. Nitrile gaskets shall be used in areas of subsurface hydrocarbon contamination. D. Polyvinyl Chloride Pipe (PVC) 0 1. PVC Pipe: PVC pipe shall meet the requirements of AWWA C900 DR18 for pipe 4-inch to 12-inch in diameter, and shall be furnished in cast-iron pipe equivalent outside diameters with EPDM gasket joints. 2. Push-On Joints: Pipe shall be furnished with integral bell joints with locked in EPDM gaskets. 3. Restrained Joints: Restrained joint pipe shall be used for changes in elevation or alignment as shown on the plans or as required in the field by the Engineer. N Restrained joints may be EBAA Iron Series 2000 Retainers, or approved equivalent restraint. Restrained joint pipe and fittings shall be used to CU mechanically restrain pipe for thrusts at all bends and dead ends. See pipe restraint joint schedule for minimums. 2 U_ LL 4. Florida Keys Aqueduct Authority may require additional thrust blocks. 5. Fittings: E See Ductile Iron Fittings Revised 3-13-17 12 Packet Pg. 2575 1.2.a E. Anchor Coupling/Anchor Tee 1. All valves located at a tee shall be restrained to the tee by mega lugs or the use of anchor tees or anchor couplings. Anchor Tee/Anchor Couplings shall meet all M applicable requirements of ANSI/AWWA C153/A21.53 and ANSI/AWWA 0) i_ 111/A21.11. Bolts used with anchor tees/anchor couplings must be ductile iron or 0 Cor-Ten as manufactured by NSS Industries, or approved equal. F. Polyethylene Pipe for Service Lines 0 1. Polyethylene pressure pipe and tubing, 1-inch through 2-inch having standard PE U) code designations blue PE2406, PE3406, and PE3408, shall be in accordance with U) AWWA Standard C-901, have a standard dimension ration (SDR) of 9 with a 200 0 L_ psi working pressure and have copper equivalent (CTS) outside diameters. Polyethylene pipe shall be used for all service connections. 49 U) 2. PVC C-900 Pipe (DR18)for water service lines 4-inch-12-inch. as a� G. Valves 1. General- All valves shall be furnished with affidavits from the manufacturers that 0 the valve furnished under this Contract comply with all applicable provisions of the respective AWWA Specifications, cited below. All valves shall be factory tested in accordance with AWWA Standard Leakage and Hydrostatic Tests and certified test report shall be furnished stating that the valves have met the U) requirements of the test. u c� Valves shall be furnished with mechanical joint or flanged ends. Valve ends with mechanical joints or flanges joints shall conform to AWWA Standard CHO, "Gray-Iron and Ductile Iron Fittings, 4-inch for water and other liquids. In addition, mechanical joints shall conform to ANSI/AWWA Standard N C111/A21.11. Bolt holes in the flanges of the mechanical joint shall straddle the vertical and horizontal centerline. Flanges shall be ANSI Standard Class 125, plain faced and drilled. All shut-off valves 4-inch through 16-inch in diameter, shall be resilient seated or resilient wedge gate valves and all valves 18-inch in diameter and larger, shall be W as specified and shown on the drawings. All valves shall be polyethylene encased, a� from one foot on each side of the valve. E c� Revised 3-13-17 13 Packet Pg. 2576 1.2.a 2. Gate Valves- 4-inches and larger shall be resilient seated or resilient wedge gate valve for 150 psi working pressure, conforming to AWWA Standard C-509. The gate valve shall have a high strength bronze or 304 stainless non-rising stem. Valves shall have neoprene or equal, but not natural rubbers, EPDM O-ring stem X seals and are of a design that permits the replacement of the O-ring seals while the valve is in service, without undue leakage. All exposed bolts used with valves 0 shall be AISI Type 304 stainless steel. The valves shall operate in a vertical position with a vertical operating nut shaft and shall be suitable for buried service. U) The valves shall open by turning the operating nut counterclockwise. Operating L_ nuts shall be AWWA 2-inch square nuts with skirts. Valve body, bonnet, and gate 4- shall be ductile iron conforming to ASTM-A536. The gate valve for distribution U) systems shall be designed for 150 psi working water pressure rating. Gate valves 0 L_ for connection to the high pressure transmission mains and installed between the transmission mains and pressure reducing valves, shall be designed for 250 psi working pressure and 350 psi test pressure and shall be furnished with Class 250 flanges. Gate valves shall be as manufactured by American Flow Control Series 2500, U.S. Pipe Metroseal 250, Clow #2638, Kennedy Valves #KS-FW, or an approved equal. Bolts shall meet requirements of Type 304 Stainless Steel. 3. Air Release Valves- shall be installed at relative high points on the installed 0 piping systems and at distance along the pipeline in accordance with ra manufacturer's recommendations for the given size and flow. ARVs shall be automatic, combination air and vacuum release valves as manufactured by Val- Matic or APCO. Floodsafe attachments shall be provided for valves located below U) grade. Valves to be made of corrosion resistant metal(s), bronze and 304 stainless u steels. Valve assemblies shall in accordance with AWWA standard C512-07. c� H. Ball Valve Curb Stops c� Curb stop shall be Ford Series B-11, Mueller H10283, Mac Donald Curb Stop, or an N approved equal. Ball valves shall have locking lugs and 2-inch square operating nut which opens to the left on 1-inch and 2-inch valves. CU L Residential Meter Dual Check Valve 2 U_ Meter check valves shall be dual check valve assemblies suitable for installation on 5/8-inch, 3/4-inch, 1-inch, and shall be Ford HHS31, Mueller H-14242, or an a� approved equal. c� Revised 3-13-17 14 Packet Pg. 2577 1.2.a J. Ball Valve Meter Stops Meter shops shall be Ford Series B43 or BF 13, or an approved equal. Valves shall have lockable padlock wings, and open to the left. a� K. Tapping Sleeve and Valve 0 Tapping sleeves shall be ASTM 285 Grade C Steel or ASTM A-36 Carbon Steel with Fusion bonded epoxy coating (AWWA C213-70). Tapping sleeves shall utilize AISI U) Type 304 (ASTM A320 Grade 138) stainless steel bolts and nuts. Tapping Sleeves L_ shall be as manufactured by JCM Industries Model 412, Romac Industries Model - FTS420, or approved equal. U) CL 0 L_ Tapping valves shall be as specified for gate valves, herein above, and as further specified herein. Tapping valves for use in tapping distribution mains shall be resilient seat gate valves. Inlet shall be Class 125, ANSI B 16.1, ductile iron flange with centering ring to match tapping sleeve. Outlet shall be a mechanical joint. Tapping valve shall be compatible for use with drilling machine. Operating nut shall be 2-inch square and open to the left. Tapping valves shall be attached to tapping sleeves with heavy hex-head 304 SS ASTM F593 stainless steel bolts. Approved tapping sleeves include: American Flow Control Series 2500 or approved equal. 0 L. Pressure Reducing Valves The pressure reducing valve shall be hydraulically operated, diaphragm actuated in U) globe pattern. The valve shall maintain a constant downstream pressure regardless on inlet pressure variations. It shall contain a resilient synthetic rubber disc having a rectangular cross section contained on three and one-half sides by a disc retainer. The seat ring shall be contained on three and one-half sides by a disc retainer. The seat ring shall be firmly N held in place and not pressed into the body. The diaphragm assembly shall be the only moving part. The diaphragm shall consist of a nylon fabric reinforced EPDM rubber CU and shall not be used as a seating surface. All necessary repairs shall be possible without removing the valve from the line. All main valve interior components shall be 2 manufactured for non-corrosive materials. 0- The pilot valve shall be adjustable, direct acting, spring loaded and normally open. a� The reducing pilot shall be supplied with a stainless steel seat ring. E c� Revised 3-13-17 15 Packet Pg. 2578 1.2.a The valve shall be Cla-Val as manufactured in the U.S.A. by AMES Company, Inc., Woodland, CA, and shall be Pressure Class 300 with Class 150 Flanges Stainless Steel body. The valve shall be piloted in reverse flow for fail-safe operation. M. Valve Boxes 4- 0 Valve boxes shall be furnished and installed for all valves, air release valves, flushing a valve outlets and at other locations shown on the Drawings. N. Saddles U) 0 Saddles shall be Rockwell International, Type 323, style double strap bronze saddles, U) for PVC and ductile iron pipe, or approved equal. Tapping saddles shall be used for U) 0 all taps on 2-inch taps on 2-inch PVC pipe 4-inch PVC pipe or greater shall have a 0 tapping sleeve and valve. O. Corporation Stops Corporation stops shall be Ford F-1000, or approved equal. The largest corporation a� stop which can be tapped directly into the pipe is 1-inch. P. Detectable Warning Tape and Wire 0 Contractor shall install 6-inch detectable blue warning tapes and 12 gauge copper 0 tracer wire for all utilities. Such tape shall be magnetic type, 5 mils thick, 2mil thick aluminum center core, encased in Mylar. Tape shall be imprinted with the words "Caution: Potable Water Line Below". Printing shall appear on both sides of the tape with white lettering. The tape shall be placed between 6 and 12 inches below finish c� grade. � Q. Pump Suction Control Valves c� Pump suction control valves shall be Cla-Val Model 50B-5KG. CN U) R. End Seals End seals for casings used in jack and bore installations shall be "Link-Seal Model 2 Pl" or an approved equal. S. Casing Spacers Casing Spacers for jack and bore installations shall be as manufactured by Cascade, or approved equal. Revised 3-13-17 16 Packet Pg. 2579 1.2.a T. Fire Hydrants Fire hydrants shall be 6-inch, mechanical joint pipe connection with a minimum 5.25 inch valve opening. Hydrants shall be of AWWA approved type, designed for a 150 psi working pressure. Provisions shall be made for two 2.5 inch hose nozzles and one 4.5 inch pumper nozzle, open left(counter clockwise). All base threads shall conform - to the national standards hose coupling thread specifications. Fire hydrants shall have a a safety stem coupling to prevent bending of the operation system, and a safety flange to prevent breaking of the hydrant barrel if hit by a vehicle. The hydrant base (shoe) shall be coated with a two-part thermo-setting epoxy, not less than 4 mils thick. L_ Weather cap shall be metal. The maximum pressure loss allowable for the 5 1/14-inch 0 valve opening shall be 2.2 psi at 1000 gpm flow based on 5 foot bury with 6-inch M diameter inlet. The hydrant shall be a Mueller Super Centurion or American Darling 0. 0 B-84-B. The drain hole in the foot of the fire hydrant shall be plugged and buried bolts of the hydrant assembly shall be AISI type 304 stainless steel super centenarian. U) Fire hydrants shall be painted with one coat of rust proof primer and two furnish coats of an approved red paint. U. Concrete Materials a� Proportions and construction procedures shall be in accordance with the applicable 0 provisions of Chapter 25 of the South Florida Building Code and shall have a minimum compressive strength of 3500 psi at 28 days, as indicated by standard 0 laboratory compressive tests. Contractor shall provide Florida Keys Aqueduct Authority with submittal of concrete mix and all batch tickets for actual concrete U) poured for project. c� V. Reinforcing Steel Unless otherwise specified, reinforcing steel shall be grade 60 and shall have yield strength of 3600 psi and shall be clean and free of rust. N U) W. Miscellaneous CU Materials necessary for a complete installation, not specified, shall be equal in quality 2 to the specified materials suitable for the intended use, and shall conform to the 0- details and notes shown on the Drawings. All minors items implied, usually included or required for the construction of a complete operating system, shall be installed whether specified or shown on the Drawings. c� Revised 3-13-17 17 Packet Pg. 2580 1.2.a X. Test and Inspection All pipes, valves, fittings and special furnished and specials furnished under this contract shall be tested and inspected at the plant, by manufacturer, in accordance X with the requirements of the respective specification under which the material is to be furnished. Florida Keys Aqueduct Authority may request an affidavit that all such 0 materials have been so tested and inspected and that the materials comply with all other applicable requirements for the respective specification. U) V. UTILITY CONSTRUCTION PROCEDURES 0 4- A. General U) 0 0. 0 L- Piping, valves, fittings, and specials shall be accurately installed in a workmanlike manner, true to the lines and grades shown on the Drawings. The interior of the pipe 49 shall be thoroughly cleaned of foreign matter before installation. Restrained joints and fittings shall be used for changes on elevation or alignment as shown on the plans or as required on the field by the Engineer or his representative. At all times when work is not in progress, the exposed ends of all pipes shall be fully protected by an approved stopper to prevent earth or other substances from entering the pipe. 0 In shipping, delivery, and installing pipe and accessories, they shall be handled in such a manner as to insure a sound, undamaged condition. CL CL B. Joints U) All joints shall be installed per manufacturer's recommendations and requirements. C. Valve Settings c� All valves placed on branch lines or bends shall be restrained. Valves and valve boxes shall be set plumb at the locations indicated, and in accordance with the details shown N U) on the Drawings. After being positioned, backfill shall be carefully placed and hand tamped. Before installation, care shall be taken to see that all foreign matter has been removed from the interior of the barrel. The valve shall be opened and closed to see X that all parts are in working condition. LL 0- LL D. Connection to Existing Mains Connection to existing utilities shall be made by the Contractor. The Contractor shall E be responsible for making all necessary arrangements with the Florida Keys Revised 3-13-17 18 Packet Pg. 2581 1.2.a Aqueduct Authority for these connections and shall bear any costs incurred at no additional cost to the Florida Keys Aqueduct Authority. Prior to commencing the work of connecting to existing facilities, the Contractor shall M uncover or expose the point of connection and ensure that he has all materials, equipment and all other facilities required to complete the installation, and that such 0 connections can be made in accordance with the details shown on the Drawings. The Contractor shall take every precaution to insure that the alignment or gradient of U) the existing facilities are not disturbed, or otherwise damaged, as a result of his L_ construction procedures. In the event the existing facilities are damaged or otherwise U) disturbed, the Contractor will be required to do such necessary repair, realignment, or U) replacement, so as to restore these facilities to water tight, workable, acceptable 0 L_ condition. No existing valves shall be operated by the Contractor. These valves shall only be operated by personnel of the Florida Keys Aqueduct Authority. The contractor shall advise the Florida Keys Aqueduct Authority Engineering Department, 72 hours in advance of making these connections. This work shall be done under direct supervision of personnel of the Florida Keys Aqueduct Authority. The valves and fittings to be employed in these connections shall be thoroughly swabbed with a 300 0 ppm solution of chlorine and water. The connections shall be made as rapidly as possible, and any water in the excavation shall be kept below the level of pipe and fittings. The Contractor may have to make connections at off-peak hours. Shut-downs shall be kept to a maximum of 2 hours, unless previously approved by the FKAA, U) pending extenuating circumstances. Once valves are installed, they shall only be u operated by Florida Keys Aqueduct Authority personnel. E. Customer Service Connections c� Service connections shall be installed of the type and size and at the locations shown N on the Drawings. All materials shall be as shown on the Drawings and as stated in these specifications. All taps to existing distribution mains shall be made with the main under pressure. All new mains can be dry tapped. F. Backfill LL 0- LL 1. General All utility trenches shall be backfilled to the level of the bottom of the proposed c� base course, for utilities to be located in proposed paving area, to the level of the Revised 3-13-17 19 Packet Pg. 2582 1.2.a bottom of the temporary paving for utilities to be located in existing paved areas, or to the level of finished grade for utilities to be located in areas to remain unpaved. The Contractor shall provide a sufficient quantity of suitable backfill material for this purpose from trench excavations or from adjacent project areas, X or other sources, at no additional cost or expense to the owner. LL 4- 0 2. Materials a. General Requirements 0 All backfill material shall be clean and free from all organic material, clay, U) marl or unstable materials, debris, lumps or paving materials. No rocks or U) stones larger than two inches in diameter shall be allowed in any backfill; 0 sharp edges not allowed. b. Select Bedding Select bedding shall be utilized for 8-inch thick compacted pipe bedding and within the pipe zone to 8-inches above the pipe. Select bedding, as described in these specifications or required by the drawings, shall be a granular material free of rocks, clay, and organic material. One hundred percent of the 0 select bedding shall pass through a 3/8-inch sieve. 0 When excessive water is encountered in the trench and pumping is not practical due to field conditions, the Florida Keys Aqueduct Authority Field U) Representative may require crushed limerock bedding. In such a circumstance, the bedding shall be a uniformly graded 3/8-inch limerock with a maximum particle size of 3/8-inch. The material shall be washed and free of all fines and silts and shall be used as bedding as described above or to a point above the water table as directed by the Florida Keys Aqueduct Authority Field Representative whichever is greater. Bedding above that point shall meet the requirements of select bedding as described previously. CU When the specified compaction requirements cannot be met in service line trenches, flowable fill shall be substituted, for the trench backfill zone. The 2 flowable fill shall meet the requirements of Section 121, FDOT Specifications U- LL and shall be proportioned to product a 28 day compressive strength of 500 psi. W c� Revised 3-13-17 20 Packet Pg. 2583 1.2.a 3. Placement a. General All pipes shall be installed in dry trenches. Where conditions are such that running or standing water occurs in the trench bottom the water shall be 0 removed by pumps until the pipe and select bedding has been installed and the backfill has been placed over the top of pipe to a depth equal to 1 and 2 diameters. If pumping is not practical, an alternate select bedding of limerock U) will be required as described on Paragraph 2(b). L- 0 4- Backfill shall be placed in layers as specified herein below, for the particular U) application, and each layer shall be compacted to the specified density before 0 L- the next layer is in place. Densities shall be performed in accordance with "Compaction and Densities". Hydraulic methods of settling and compacting backfill may be employed along with specified hand tamping and mechanical compaction as an aid obtain specified densities. The Contractor shall obtain the approval of the Florida Keys Aqueduct Authority Engineer for his selected method of backfill. a� Any excess excavation below the levels specified shall be backfilled and 0 compacted as specified below for backfill above pipe, at no additional cost to ra the Florida Keys Aqueduct Authority. CL C, b. Bedding Around Pipe U) Selecting bedding below the pipe shall be a minimum 8-inch thick to provide a firm, stable, and uniform support for the full length of the pipe and fittings before the pipe installed. Bell holes shall be provided at each joint to permit proper assembly and pipe support. After pipe placement, backfilling and compacting of select bedding shall proceed uniformly, on each side and 8- N inches above the pipe. Particular attention shall be paid in obtaining thorough support for all valves, fittings, water service connections and to preserve the CU alignment and gradient of the installed pipe. 2 c. Backfill Above Pipe LL LL After the placement of the select bedding around the pipe, as specified above, a� the remainder of the backfill shall be placed. E c� Revised 3-13-17 21 Packet Pg. 2584 1.2.a Backfilling shall proceed by placing backfill in depths of uniforms layer and thoroughly compacting with mechanical vibrators or other suitable equipment to the densities specified below. The depth of layers of this backfill shall not exceed the ability of the compacting equipment employed to obtain the X specified densities, and in no event shall exceed a depth of 8-inches maximum. The mechanical compacting equipment employed, and its 0 operation shall be such that displacement of pipe alignment or gradient or damage to installed materials, pipe or pipe linings results from its use. Any installed material so displaced or damaged shall be replaced by the Contractor, U) at no additional cost to the Florida Keys Aqueduct Authority. L_ 4- For pipe lines not located under existing or proposed pavement, backfill over U) the installed pipe shall be compacted to obtain not less than ninety-five 0 L_ percent(95%) minimum density ASTM modified proctor. For pipe lines located under existing pavement, for which pavement replacement will be required, or in areas of proposed paving, backfill shall be placed and compacted as specified above, except that the top 12-inches, measure downward from the level of the bottom of the required base course restoration, or proposed base course, shall be Miami Limerock, in accordance with Section 911 D.O.T. Specifications compacted to not less than ninety- 0 eight (98%) density ASTM modified proctor. The Contractor is responsible for the densities every 200 L.F. and at each road crossing by a certified lab. Any settlement noted in backfill or within the limits of the excavation within U) the one year warranty period upon final acceptance, will be considered to be u attributed to improper compaction methods and shall be corrected at no cost to the Florida Keys Aqueduct Authority. Pavement or structures damaged by settlement shall be restored to their original condition by the Contractor at no cost to the Florida Keys Aqueduct Authority. c� N d. Backfill above in service line trenches U) CU Backfill shall meet the requirements of paragraph 3(c). If these requirements can not be met, the trench shall be backfilled with flowable fill as specified in 2 paragraph 2 (b) at no additional cost to Florida Keys Aqueduct Authority. U_ U_ c� Revised 3-13-17 22 Packet Pg. 2585 1.2.a e. All excavated material All excavated material shall be stockpiled in a manner that will not hinder the work or obstruct sidewalks, roadways, and driveways. All utility control X structures shall be kept accessible. This shall be designed to mean those areas as designed by the Permitting Agency unless otherwise specified. Material 0 stockpiles on private property must have written consent with a copy to a Florida Keys Aqueduct Authority. U) G. Standards 0 4- In general, AWWA C-900 PVC pipe shall be installed in accordance with AWWA M Publication No. M23, "PVC PIPE — DESIGN AND INSTALLATION". In event of 0. 0 conflict between procedures described in this publication and those described above, the above procedures shall take precedence. In general, ductile iron pipe shall be 49 installed in accordance with AWWA Standard C-600, "INSTALLATION OF U) DUCTILE IRON UTILITIES AND THEIR APPURTENANCES". In event of �- a� conflict between procedures described in the publication and those described above, the above procedures shall take precedence. H. Pigging 0 All water main installations shall be cleaned with polypropylene pigging device to clean all dirt, sand, and debris from the newly installed water main where 0 determined by the Florida Keys Aqueduct Authority representative. The Florida Keys Aqueduct Authority field representative shall determine the extent and type of U) pigging required. At a minimum, a Bare Type, B3 style pig shall be used as manufactured by Pipeline Pigging Products, Inc. or approved equal. c� I. Flushing After piping installation has been completed, all water line shall be flushed with clear c� water at the highest velocity obtainable and for a sufficient time to replace the pipe N U) volume at least twice. All water for flushing shall be provided from a proper source, approved by the Florida Keys Aqueduct Authority Engineer. Flushing Time= T=2L 4 T= Time (sec) L=Length(ft) Revised 3-13-17 23 Packet Pg. 2586 1.2.a VI. PRESSURE TESTING A. General The Contractor shall provide necessary pumps, meters, piping, calibrated containers M and other equipment and materials, and all labor necessary to conduct the hydrostatic testing and flushing procedures set forth herein. All water required for testing and 0 flushing shall be supplied by the Florida Keys Aqueduct Authority, at Contractor's .2 expense. All piping shall be tested and made tight at test pressures hereinafter specified. All leaks disclosed by pressure testing shall be promptly stopped by an U) approved method, and such other corrective work shall be conducted as necessary to L- affect pressure tight work, as specified. - U) 0 The Contractor shall provide for plugging or valving the installed pipe in specified 0 L- test sections, and installing necessary taps for the insertion of test water, and 0- removing such valves or plugs, and plugging such taps upon satisfactory completion of testing. B. Utilities- PVC and Ductile Iron as 1. Leakage Test- Utilities shall be tested between valved sections. A leakage test shall be conducted for distribution systems at 150 psi. Distribution systems shall 0 be pressure tested up to the curb stop. No installation will be acceptable until the ra leakage is less than the number of gallons per hour as determined by the formula: CL CL Q=LD�P 148,000 a� Q equals Quantity of makeup water in gallons per hour; L equals the length of pipe section being tested in feet, D is the nominal diameter of pipe in inches, and P is the average test pressure during the leakage test in pounds per square inch gauge. The test shall be maintained for two hours unless, after one hour, it becomes apparent that the leakage is substantially less than the amount allowable. Water supplied to the main during the test, to maintain the required pressure, shall be N measured by a 5/8-inch meter installed on the discharge side of the test pump, or by pumping from a calibrated container. The test shall be made against a secured ,CU bulkhead, blind flange or closed valve. All leaks to be repaired if visible regardless M of size. 2 2. Corrective Work- Where leakage exceeds the allowable limits, the defective pipe or joints shall be located and repaired. If the defective portions cannot be located, the Contractor shall remove and reconstruct as much of the work as is necessary in order to conform to the specified limits. Revised 3-13-17 24 Packet Pg. 2587 1.2.a No additional payment will be made for the correction of such defective work, or for damage to other parts of the work resulting from such corrective work. The Contractor will be responsible for payment of retesting. VIL DISINFECTION 4- 0 A. General a All new piping, valves, service connections, meters, hydrants and all items to come in contact with treated water shall be thoroughly disinfected in accordance with the L- requirements of this section of the Specifications and in accordance with AWWA 0 Standard C-651, latest edition. Reservoirs, tanks, standpipes, pumps or other M equipment or facilities to come in contact with treated water shall also be thoroughly 0. 0 disinfected, in general compliance with the requirements of this section, and as may be more particularly described or modified in other sections of these Specifications. 49 U) B. Disinfection a� This disinfection agent shall be liquid chlorine, sodium hypochlorite solution, or calcium hypochlorite powder. > 0 C. Disinfection Procedures 0 Chlorine shall be introduced into the piping system or facilities to be disinfected in such amounts which will provide a minimum concentration of fifty parts per million (50 ppm), but not to exceed 10 feet from the point of connection. All valves and a� fittings to be connected to existing piping shall be thoroughly swabbed with a �E solution containing at least 300 ppm chlorine. The disinfection agent shall remain in the piping system or facilities for a minimum c� contact period of 24 hours and the residual shall not drop below 25 ppm before it is flushed out. N U) D. Residual Chlorine Test After the disinfection outlined above has been accomplished, flushing shall continue until residual chlorine tests reflect normal system chlorine residuals. Such tests shall U- be in accordance with standard methods by the use of a standard DPD test set. c� Revised 3-13-17 25 Packet Pg. 2588 1.2.a E. Bacterial Test Upon completion of the work of disinfection and flushing described above, samples of water shall be taken from remote points of the system, in suitable sterilized X containers, on two consecutive days (24 hours apart). Samples may be forwarded to the Florida Keys Aqueduct Authority Florida City or Stock Island Labs or State 0 certified testing lab (at no expense to the Florida Keys Aqueduct Authority) for bacterial examination. If tests of such samples indicated the presence of coliform organisms, the disinfection as outlined above shall be repeated until tests indicate the U) absence of such contamination. The bacterial tests shall be satisfactorily completed L_ 0 and submitted into FDEP by a certified sampler. Only following receipt of written 4- approval from FDEP can the system be placed in operation. U) 0. 0 VIII. MATERIAL AND INSTALLATION STANDARDS 9 U) The following standards are referenced within these specifications; all installations a� whether implied or indicated shall adhere to the following: DESCRIPTION TITLE AWWA C104 CEMENT MORTAR LINING FOR DUCTILE IRON PIPE AND 0 FITTINGS 0 AWWA C 105 POLYETHYLENE ENCASEMENT FOR DUCTILE IRON PIPE AWWA C110 DUCTILE IRON AND GRAY-IRON FITTING, 3-INCH THROUGH 48-INCH c� AWWA C110 DUCTILE IRON AND GRAY-IRON FITTING, 3-INCH THROUGH 3: 48-INCH � M c14 CN U) AWWA C111 RUBBER GASKET JOINTS FOR DUCTILE IRON PIPE AWWA C115 FLANGED JOINTS FOR DUCTILE IRON PIPE U_ AWWA C 15 0 THICKNESS DESIGN OF DUCTILE IRON PIPE c� Revised 3-13-17 26 Packet Pg. 2589 1.2.a AWWA C151 DUCTILE IRON PIPE AWWA C 15 3 COMPACT DUCTILE IRON FITTINGS a� 4- 0 AWWA C504 RUBBER SEATED BUTTERFLY VALVES U) AWWA C509 RESILIENT SEATED GATE VALVES 0 U) 0 0. AWWA C510 DOUBLE CHECK VALVE BACKFLOW-PREVENTION ASSEMBLY 0- 9 AWWA C511 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION aU)s ASSEMBLY A AWWA C550 PROTECTIVE EPDXY INTERIOR COATINGS FOR VALVES AND > HYDRANTS 0 0 AWWA C600 INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR APPURTENANCES U) AWWA C651 DISINFECTING WATER MAINS (INCLUDES ADDENDUM C65la- 90) cn cl cn AWWA C800 STANDARD FOR UNDERGROUND SERVICE LINE VALVES AND cl CN FITTINGS AWWA C900 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE 4-INCH THROUGH 12-INCH,FOR WATER AWWA C901 POLYETHYLENE PRESSURE PIPE, TUBING AND FITTINGS, 1/2- INCH THROUGH 3-INCH Revised 3-13-17 27 Packet Pg. 2590 1.2.a AWWA C905 HDPE HIGH DENSITY POLYTHYLENE AWWA C906 POLYETHYLENE PRESSURE PIPE AND FITTINGS 4-inch-63-inch 0 4- 0 AWWA M11-A GUIDE FOR THE DESIGN AND INSTALLATION OF g MANUALS STEEL PIPE U) 0 M14-RECOMMENDED PRACTICE FOR BACKFLOW PREVENTION AND CROSS- U) CONNECTION CONTROL U) 0. 0 M23-PVC PIPE -DESIGN AND INSTALLATION U) AISI AMERICAN IRON AND STEEL INSTITUTE ANSI AMERICAN NATIONAL STANDARD INSTITUTE > 0 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 0 AWWA AMERICAN WATERWORKS ASSOCIATION U) NOTES: When ANSI and AWWA Standards are the same, only the AWWA designation is used in describing the above standards. For instance, AWWA CHO is used instead of ANSI/AWWA-C110/A21.10. It is to be understood that the latest revision of any standard referenced above which exists at the time of design is the version to be used for design cam, c14 purposes. M c14 CN IX. STANDARD DETAILS DRAWING NO. TITLE 1. TRENCH AND PAVEMENT RESTORATION 2. CUSTOMER SERVICE TRENCHRESTORATION Revised 3-13-17 28 Packet Pg. 2591 1.2.a 3. FULL LANE RESTORATION WITH ASPHALT OVERLAY 4. THRUST RESTRAINT 5. GATE VALVE AND BOX 4- 6. BUTTERFLY VALVE AND BOX 7. TAPPING SLEEVE AND VALVE FOR DISTRIBUTION MAIN U) 8. FLUSH OUT ASSEMBLY 0 9. HYDRANT INSTALLATION U) 0 0. 0 10. JACK AND BORE DETAIL 9 11. TYPES OF SERVICE CONNECTIONS U) 12. 5/8 AND 1-inch METER ASSEMBLY A 13. 1-inch AND 2-inch METER ASSEMBLY 0 14. METER ASSEMBLY 3-inch AND LARGER 0 CL 15. SERVICE CONNECTION C, U) 16. METER BANK 17. FITTINGS FOR 1-inch TAP DUAL SERVICE CONNECTION 18. SEPARATE FIRE LINE INSTALLATION M cl M 19. COMBINED DOMESTIC AND FIRE LINE INSTALLATION U) 20. 2-1/2-inch TO 10-inch REDUCED PRESSURE BACKFLOW PREVENTER INSTALLATION 2 21. 3/4-inch TO 2-inch REDUCED PRESSURE BACKFLOW PREVENTERINSTALLATION 22. 3/4-inch TO 10-inch DOUBLE CHECK VALVE ASSEMBLY INSTALLATION c� Revised 3-13-17 29 Packet Pg. 2592 1.2.a 23. ACCEPTABLE AIR GAP CONSTRUCTION 24. IRRIGATION PIPING 25. DEDUCT METER INSTALLATION 4- 26. STANDARD MASTER METER VAULT 27. 2-inch TRANSMISSION MASTER METER PIPING U) 28. 4-inch TRANSMISSION MASTER METER PIPING L- 0 U) 0 CL 0 L- 9 U) A 0 0 CL CL U) u cn cl cn cl CN U) m E u Revised 3-13-17 30 Packet Pg. 2593 jol slesodOAd jol 4senbea OSI:POAPV 04 JeAojddV) s4u9wqoe44e-m CZ-CZ-Z s4uejpAH OJI-A d-AM :4u8wWe44V v m LO 0 LU Z 0 oQ z ll� Q U) z 0 bi cn < bi U) F7- 0 LL V) 00 z LLJ �e 0 C/) 0 C-) < LU < C) - = 0 CO F UJ CO M < z m 00 00 D Y LU < cn :2 < 0 C) LLJ LU LLJ LLJ > C14 V) -�� 0 elf I cn 0 bj of of 0 T L5 cn of 00 0 C-) a_ z EL (D 04 LLJ C-) L<L- M ry 0 U) L LLJ L >< 0 LU a- OV) bi LJ' or- 0 L.LJ V) C)LLJ �-- E 0 0 Z) < (D <—LITC— C) LL m J U) y 0 C)Ljj a_ 0 0 :2 :2 Or- < 0 a_ LLJ C/) j< 00 LLJ a_ 0) cn a_cn 00 <LLJ LU LU < of C-) < 0 cn of LLJ C)—i _j < C) 0 LLJ C/) of U) 0 F- —i LL m 0 LL' LU (D LU"T < (') > 0 0 LLI of jol slesodOAd jol 4senbeas'}P n 04 f noadd ) s u9wgo -m CZ-CZ-Z s uej a' :4u8wWe44V Lo R Lo N N J � � 0 a oz r 0 Q Q 0 H U) Z OJ W H J Q L.L C ~ W w O J Z C/) m U LU L Y aq \/ Q 00 00 W Q U wLLJ �> I \ w Q U) O I — W I U r z p 0 O O a7. 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M LLJ LDC/) mD < < F-- < 00 LL LLJ a_ LLJ 0 0 0 z D� of Cl ...... LLJ (/) < LU 0 LLJ -0c) cn LLJ 0 cn Of 0 z 0 D aFL O V) LLJ cn >LLJ < z 0a- LLJ U) 01- < < a_ a_ \\�\�� V)< z D V) V) 0 LLJ 0 — z § V) LLJ LLJ CN LLJ LD 0 m of > 0-0 <C) LL 0 0 0 0--3 2� O ui LLJ LLJ LLJ -�L j p 0 LLJ V) Q0D C) C/) m C) LLJ z m LLJ < LU a_ �D- 0 — 0 < >- 00 LL. F- Ld 0 V) < LLJ -j LLJ Cf) U-j CD :20 LU LU C) LLJ 000 LL. LL. a_ U) LLJ —J LLJ � E U 0 0 < —J LLJ Of LL. _j LLJ 0 z of —J M < D LL. < F- U) 3: LL D Qo [if -i < _j m L-iL. 0 0 < 0 Lu Co LL, (D LL, U) 5; L') 5; 0 L>Ll 0 jol slesodOAd jol 4senbea OSI:POAPV 04 JeAojddV) s4u9wqoe44e-m CZ-CZ-Z s4uejpAH OJI-A d-AM :4u8wWe44V N 0 to N of 0 W Z M LiJ 0 J4 Er C-D c GO LiJ CO n. bi � = 0 CD Lli 0 z Lli bi CN V LLJ a- U) C) r) > 0 < 0 m 0, 0 U) < n U) LLJ V) n U r= C) < < < j'� D ry m LLJ cn C�8 0 LLJ —j LU m LU > D 0 Z Z 0 C) LLJ < 0 LLJ LLJ LLJ iz (-) < LLJ > < 0 0 LLJ J < < < U) F-- of < D 0 LL0 0 C/) LL. < 00 C/) LL LU a_ 00 z LLJ LLJ 0 Of r) z Qc) LLJ 0 C) 0 U) L<L- 0 D V) 0 LLJ WJ Qc) cn > < 0 C) F— LLJ V) z 01- < 0 < C/') U) a- LLJ m LLJ U) LLJ C-) LL > LLJ 00 F— LLJ LU —0 < bi 0 a- T z m LL LLJ _j 0:� 0 LLJ LLJ < LU V) C) LLJ < LL o > 0 Cf) m C/) < 0 LLJ LU LU m LL- Cf) —i LLJ LLJ —i ( cn LLJ LL- — j 0 a_ Cf) LLJ LLJ LLJ << —i C)OO M 0 0 z < 0 3: LO <CD <U) 0 -- LL F-0 LLJ -i C\4 () LL- < V) LL LU [If Lu�2 F LLJ < D ¢co Cf)F-U) Do jol slesodOAd jol 4senbeas'}P n 04 f noadd ) s u9wgo -m CZ-CZ-Z s uej a' :4u8wWe44V m R to N J N O O m W w Z d U � � z � w cy) a. U � Q W W z W p Y N W Q H Up W > O ~ cn Q O p (n = Z D W (n W W .. z. Q p = J � � O LLJ w '. m Q � JW Z J W �/ z z EL > UQ w w Q `. . w 00WO QO O W w 0 ~ m J p (� � Q b. Q Q O Z_ J LL. U J 0 a _ C/) w O 00 W 0 LL W LL N z p Q p ~ LLJ Q O z J O cn > Q 0 Z O = W (n N Q Q o_ Q Q Q V) _ i gz C/) orf w — �z Q 0LL p � <:pp— \ w p N 00 w LiLij I w p J p co or < LLJz_ W U Z z m "'' LLJ m C > LLJ m 0 c� Q cn Z O Q c.> O •' ; Q g p Q (n O O cn J Q:� ~ c" U W J W O W CD U W p 0 Z O J ^ w W J Q Q W (n W W U) W m U) �y W LL QU m O z Iai 0 0 LO Q .� J F- U) OJ N LL p J W U J Q QO �� Lu U) U~ ¢co z Do 1.2.a PVC PIPE RESTRAINT JOINT SCHEDULE LENGTH (L)TO BE RESTRAINED NOMINAL HORIZONTAL BENDS VERTICAL OFFSETS VALVES REDUCERS TEES NOTE 5 45' BENDS OR PIPE 90, 45' 22.5° 11.25' (SEE NOTE 4) DEAD-ENDS (SIZE) L RUN BRANCH L SIZE BENDS BENDS BENDS BENDS FT. SIZE SIZE FT. (IN.) L(FT.) L(FT.) L(FT.) LR(FT.) LU(FT.) LI(FT.) L(FT.) 6 X 4 35 4" 4" F.O. 4 20 8 4 2 20 3 50 6" 10 8 X 6 35 6" 4"<LESS F.O. 6 28 10 5 2 28 4 70 8 X 4 65 8" 30 8 36 14 6 3 36 5 90 8 6"<LESS F.O. 0 10X8 35 10 48 10 40 18 8 4 45 6 110 10 X 6 65 10" 8" 14 , 12 50 20 9 4 52 8 120 6"<LESS F.O. 12 X 10 35 12" 65 14 56 23 10 5 60 9 140 12 X 8 65 12" 10" 35 U) 16 60 26 11 6 67 10 160 8"<LESS F.O. 16 X 12 65 16" 100 18 69 29 12 6 74 12 180 16 X 10 95 16" 12" 40 20 75 32 13 7 80 13 195 20 X 18 35 10"<LESS F.O. 20' 130 U) 24 76 33 15 7 81 14 200 20 X 16 65 20" 16" 80 0 Cl 30 88 36 18 9 97 16 235 20 X 12 120 12"<LESS F.O. 24' 130 CL 36 100 40 20 10 110 20 270 24 X 20 65 20" 90 42 115 48 23 11 125 24 300 24 X 18 95 24 16" 4049 12"<LESS F.O. 48 125 52 25 12 140 30 340 24 X 16 120 30" 140 30 X 24 80 30 24" 80 20" 50 30 X 20 150 PVC PIPE RESTRAINT NOTES 36 X 30 80 16'36LESS 180 301, 120 1.THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER,SEWER FORCE 36 X 24 150 36" " 50 y MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE 24 42 X 36 80 20"4" F.O. RESTRAINED TO LENGTHS INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 42 X 30 150 42" 220 0 36" 160 2.ASSUMPTIONS: PVC PIPE,SAFETY FACTOR=1.5,TEST PRESSURE= 48 X 42 80 42" 30" 80 y 150 PSI,SOIL=GM OR SM,TRENCH TYPE 3, DEPTH OF COVER=36". 48 X 36 150 24" 40 0- 20"<LESS F.O. Cl 3.BENDS AND VALVES:SHALL BE RESTRAINED ON EACH SIDE OF 48" 250 FITTING. 42" 180 s) 4.VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND 48" 3 " 40 0 APPROX.8 FEET COVER ON BOTTOM. PER THE DETAILS, LU IS THE 24<LESS F.O. RESTRAINED LENGTH FOR THE UPPER(TOP)LEVEL. LI IS THE cs RESTRAINED LENGTH FOR THE LOWER(DEEPER)LEVEL. ASSUME 45 F.O.=FITTING ONLY DEGREE BENDS. 5.TEES:TOTAL LENGTH BETWEEN FIRSTJOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE cl cn OF 30 FEET(MIN)SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON c9 TEE"BRANCH" LINE. c14 U) a 6.HDPE TO PVC TRANSITIONS:THE PVC PIPE SIDE SHALL BE m RESTRAINED 35 FEET(MIN.). SCALE N.T.S. STANDARD DETAIL DATE PVC PIPE RESTRAINT DRAWING NO. 03 JOINT SCHEDULE 4 (1 OF 2) REVISED 01/14 U FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2604 1.2.a DUCTILE IRON PIPE RESTRAINTJOINT SCHEDULE LENGTH (L)TO BE RESTRAINED NOMINAL HORIZONTAL BENDS VERTICAL OFFSETS VALVES REDUCERS TEES NOTE 5 45° BENDS OR PIPE 90, 45' 22.5° 11.25' (SEE NOTE 4) DEAD-ENDS (SIZE) L RUN BRANCH L SIZE BENDS BENDS BENDS BENDS FT. SIZE SIZE FT. (IN.) L(FT.) L(FT.) L(FT.) LR(FT.) LU(FT.) LI(FT.) L(FT.) 6 X 4 20 4" 4" F.O. 4 18 6 4 2 12 2 30 6„ 6" 6 8 X 6 20 4"<LESS F.O. 6 22 10 5 2 17 3 40 8X4 40 8 8" 18 8 30 13 6 3 22 4 50 6"<LESS F.O. 0 10X8 20 10 27 9= 10 35 14 7 4 26 5 64 2 10 X 6 40 10" 8" 8 , 12 42 16 8 4 31 6 75 6"<LESS F.O. 12 X 10 20 12" 38 14 46 20 9 5 35 7 85 12 X 8 40 12" 10" 20 U) 8"<LESS F.O. 16 53 22 11 5 40 8 95 16 X 12 40 16" 60 0 18 57 24 12 6 44 9 105 16 X 10 57 16" 12" 20 20 62 26 13 6 48 10 110 20 X 18 20 10"<LESS F.O. 20 78 U) 24 64 27 14 6 50 11 111 20 X 16 40 20" 16" 40 0 Cl 30 73 30 15 7 57 13 137 20 X 12 73 12'24 ESS F.O. 36 85 34 18 8 66 17 159 24 X 20 40 20" 53 4 24 X 18 50 24 16" 20 9 2 93 38 20 9 75 20 176 12"<LESS F.O. U) 48 102 43 22 10 82 22 198 24 X 16 60 30" 99 30 X 24 50 30 24" 60 DIP PIPE RESTRAINT NOTES 3ox2o 76 16<OLESS F.O. 36 X 30 50 36" 118 A 1.THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER,SEWER FORCE 36 X 24 88 30" 88 0 MAIN OR RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BE 42 X 36 40 36" 24" 52 RESTRAINED TO LENGTHS INDICATED ON THE ABOVE SCHEDULE,AT 20" 20 A MINIMUM. 42 X 30 88 16"<LESS F.O. 0 2.ASSUMPTIONS: DUCTILE IRON PIPE(WITHOUT POLY WRAP), 48 X 42 40 42" 138 > 48 X 36 88 36" 110 0 SAFETY FACTOR=1.5,TEST PRESSURE=150 PSI,SOIL=GM OR SM, 42" 30" 78 Cl TRENCH TYPE 3,DEPTH OF COVER=36". 24" 37 3.BENDS AND VALVES:SHALL BE RESTRAINED ON EACH SIDE OF 20"<LESS F.O. U) FITTING. 48" 154 36" 132 4.VERTICAL OFFSETS:ARE APPROX.3 FEET COVER ON TOP AND 48" 30" 99 APPROX.8 FEET COVER ON BOTTOM. PER THE DETAILS, LU IS THE 24" 59 RESTRAINED LENGTH FOR THE UPPER(TOP)LEVEL. LI IS THE 20"<LESS F.O. RESTRAINED LENGTH FOR THE LOWER(DEEPER)LEVEL. ASSUME 45 DEGREE BENDS. F.O.=FITTING ONLY cn 5.TEES:TOTAL LENGTH BETWEEN FIRSTJOINTS OR RESTRAINED cl cn LENGTH ON EITHER SIDE OF TEE(RUN)SHALL BE A TOTAL DISTANCE c9 OF 30 FEET(MIN)SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON c14 TEE"BRANCH" LINE. 6.HDPE TO D.I.P.TRANSITIONS:THE D.I.P.SIDE SHALL BE RESTRAINED 35 FEET(MIN.). SCALE N.T.S. STANDARD DETAIL DATE DIP RESTRAINT DRAWING NO. 03 JOINT SCHEDULE 4 (2 OF 2) REVISED 01/14 U FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2605 1.2.a BRASS I.D. DISC VALVE BOX LID SHALL HAVE • d • NON—PROTRUDING, NON—PENETRATING PICKHOLES AND THE LETTER "W" ~a: (SIZE) 6" - - 0 W r r� (TYPE)... RWGV CONCRETE COLLAR SHALL HAVE A LEVEL AND SMOOTH FINISH '; ..' .;: INSTA RED) 1997 IN UNPAVED AREAS (NOTE 1) OPERATING L-1 9 30" I STRUCTIONS) - PLAN VIEW REBAR DETAIL MATCH EXISTING OR PROPOSED SURFACE (NOTE 1) 0 d s 0 CL NOTES 3 AND 4 0 5wz 6" MIN.(TOP OF RISER CL PIPE TO STOP) w MIN. I ° o z C-900 PVC RISER PIPE (LENGTH VARIES) o STAINLESS STEEL RISER TO BE NOTCHED NUTS & BOLTS TO PREVENT MOVEMENT D.I. GATE VALVE ra D.I. OR PVC MAIN CL CL NOTES: ELEVATION VIEW 1 . CONCRETE COLLAR ALSO MAY BE FORMED AS A 30" DIA. CIRCLE UNDER PAVEMENT. cn 2. IN UNPAVED AREA INSTALL VALVE BOX LID 1/2" ABOVE SURFACE. #5 REBAR SHALL cl cn BE REQUIRED. CN 3. U.S.F. No. 7615 OR APPROVED EQUAL WITH 6" DIA. RISER FOR VALVES 6" DIA. OR SMALLER. 4. U.S.F. No. 7630 OR APPROVED EQUAL WITH 10" DIA. RISER FOR VALVES 8" DIA. OR LARGER. 5. RESTRAIN AS REQUIRED PER DETAIL NO. 4. SCALE N.T.S. STANDARD DETAIL DATE GATE VALVE AND BOX DRAWI `5NG NO. 03/96 REVISED 01/14 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2606 1.2.a 30" BRASS I.D. DISC VALVE BOX LID SHALL HAVE ° NON-PROTRUDING, NON-PENETRATING . t r d (SIZE) 6" PICKHOLES AND THE LETTER "W" ° �, �: o (TYPE) RWBV CONCRETE COLLAR SHALL HAVE L._ �'J. iNsa��ED) 1 997 A LEVEL AND SMOOTH FINISH ° <:. F: <...°. IN UNPAVED AREAS (NOTE 1) • iN ) iz �TRUCTIONS) L-19 PLAN VIEW X� .a MATCH EXISTING OR REBAR DETAIL PROPOSED SURFACE (NOTE 1 ) 6" MIN. (TOP OF RISER PIPE TO STOP) A e I e a I e U) } e p. SEE NOTES 3 AND 4 `o ry Z > U) O U O "o D.I. OR C-900 PVC RISER PIPE I (LENGTH VARIES) Cl Cl + ° WATER MAIN BUTTERFLY VALVE NOTES: ELEVATION VIEWS cl 1 . CONCRETE COLLAR ALSO MAY BE FORMED AS A 30" DIA. CIRCLE. cl 2. IN UNPAVED AREA INSTALL VALVE BOX LID 1/2" ABOVE SURFACE. #5 REBAR SHALL BE REQUIRED. 3. U.S.F. No. 7615 OR APPROVED EQUAL W/ 6" DIA. RISER FOR VALVES 6" DIA. OR SMALLER 4. U.S.F. No. 7630 OR APPROVED EQUAL W/ 10" DIA. RISER FOR VALVES 8" DIA. OR LARGER SCALE N.T.S. STANDARD DETAIL LL DATE BUTTERFLY VALVE AND BOX DRAWING NO. 03/96 � REVISED V E 01/14 U FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2607 1.2.a EXISTING D o THRUST BLOCK DISTRIBUTION I o MAI N o R 8 MIL POLYETHYLENE SHEETING 4- 0 3/4" TEST PLUG CARBON STEEL TAPPING SLEEVE STAINLESS STEEL & VALVE WITH FUSION—APPLIED EPDXY COATING - STAINLESS STEEL F NUTS AND BOLTS FLANGED JOINT 9 / RESILIENT SEATED TAPPING VALVE WITH 2"x2" OPERATING NUT MECHANICAL JOINT 0 PLAN VIEW E NOTES: cn cl 1 . PRESSURE TEST INSTALLED TAPPING SLEEVE AND VALVE ASSEMBLY BEFORE cn cl TAPPING EXISTING MAIN. SEE FKAA MINIMUM CONSTRUCTION STANDARDS & Ci SPECIFICATIONS. 2. SEE FKAA MINIMUM CONSTRUCTION STANDARDS & SPECIFICATIONS FOR LIST OF APPROVED TAPPING SLEEVES AND VALVES. 3. ALL TAPS SHALL BE MADE WITH AN APPROVED TAPPING DEVICE. SCALE N.T.S. STANDARD DETAIL ; DATE TAPPING SLEEVE AND VALVE DRAWING NO. 03/96 FOR DISTRIBUTION MAIN 7 REVISED U 01/14 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2608 1.2.a U.S.F. No. 7630 VALVE BOX 2" BRASS SQUARE HEAD PLUG W/LID MARKED WITH A 'W" OFFSET RISER PIPE MATCH EXISTING OR TO ACCESS CURB STOP PROPOSED SURFACE CONCRETE ALL AROUND 8" 0 18 MAX. C 6 71 MUELLER/FORD 2" LOCKABLE BRASS BALL VALVE, CURB STOP, OR APPROVED EQUAL DEPTH TO BE 0 DETERMINED 2 BY FKAA 2" DIA. THREADED cn 0 SCHEDULE 80 PVCCL ' 10" DIA. D.I. OR C-900 PVC 9 FILLED W/ PEA STONE TO W/IN 18" OF TOP RESTRAIN JOINT PER DRAWING No. 4 CL WATER MAIN CL ECCENTRIC TAPPED HOLE 2 —90` BEND (BRASS) �, 1 " FROM EDGE M.J. CAP OR PLUG W/2" NPT 2" DIA. SHORT NIPPLE BRASS, MIN. LENGTH 4" ELE/A TION VIEW cn cl cn NOTES: cl Ci 1 . TO BE USED AT LINE END WHERE FLUSH—OUT ASSEMBLY IS SPECIFIED. 2. IN UNPAVED AREA INSTALL VALVE BOX LID 1/2" ABOVE SURFACE. #5 REBAR SHALL BE REQUIRED. 3. ALL PIPE TO BE SCHEDULE 80 PVC. 4. ALL FITTINGS TO BE BRASS. CL SCALE N.T.S. STANDARD DETAIL DATE 06/03 FLUSH-OUT ASSEMBLY DRAWING NO. REVISED 8 01/14 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2609 1.2.a VARIES 18" TO 24" FROM C/L RIGHT OF WAY OF LANE AND OBSTRUCTIONS HYDRANT PER FKAA MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS 4"x4" VALVE BOX (REFER 3'x3' BLUE CONCRETE TO STANDARD DETAIL REFLECTOR SLAB (NOTE 3) VARIES DRAWING No. 5) 6" MAX. - 2" MIN. z \��\ w cn ED THRUST BLOCK 0 M � D cn . o 0 CL CL 6" GATE ALL RESTRAINED JOINT VALVE PIPE AND FITTINGS 49 2A OR 2B MATCH ELEVATIONcn OF EXISTING OR OPTION: ANCHOR COUPLING PROPOSED MAIN GRADELOK OR ANCHOR TEE WHERE REQUIRED ELEVATION VIEW w GRADEL OK Z J 4' 0 MIN. w o 0 � 18" TO 24" MIN. M N � o R W 18" TO 24" MIN. R/W ROAD TYPICAL PLAN VIEWS cn NOTES: `l cn 1. CONCRETE SLAB MAY BE ELIMINATED IN AREAS WHERE SIDEWALK IS INSTALLED cl PRIOR TO FINAL ACCEPTANCE OF THE HYDRANT. 2A. TAPPING SLEEVE AND VALVE USED WHEN EXISTING LINE IS HOT. 2B. TEE—USED WHEN LINE IS NEW. 3. INSTALL 2—SIDED BLUE REFLECTORS WITH BUTYL PADS. INSTALL IN THE CENTER OF THE LANE ON THE SIDE OF HYDRANT INSTALLATION. iz SCALE N.T.S. STANDARD DETAIL DATE HYDRANT ASSEMBLY DRAWING NO. 03/96 INSTALLATION 9 REVISED 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2610 1.2.a VARIES 8' MIN. z Li � z Lv U, U L- Li- 0 O Lj p 0 Z p Lj - Lj PAVEMENT 2' (o z PER MFGR'S MAX. SPECIFICATIONS U) CL 0 49 PREFABRICATED FLEXIBLE WELDED STEEL END SEAL, EACH END CASING NOMINAL PIPE ALL < SIZE CASING THWCKNESS PREFABRICATED SPACERS 0 SIZE LOCATED PER MANUFACTURER'S 4" 10" 250 SPECIFICATIONS CL CL 6" 12" .250 8" 14" .375 JOINT TO BE 6" MINIMUM 10 18 .375 FROM END OF CASING c� 12" 22" .375 cn ELEVATION VIEW cl cn cl NOTES: U) 1 . JACK AND BORE OPERATIONS SHALL BE IN ACCORDANCE WITH FDOT "UTILITY ACCOMODATION GUIDE". 2. LOCATE PIT MINIMUM OF 8' FROM EDGE OF PAVEMENT AND ERECT TRAFFIC BARRIER AROUND PIT IN FDOT RIGHT—OF—WAY ONLY. SCALE N.T.S. STANDARD DETAIL DATE 03/96 JACK AND BORE DETAIL DRAWING NO. REVISED 10 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2611 1.2.a ANY RELOCATION OF METER WITHIN A 5' RADIUS OF R/W LINE EXISTING LOCATION WILL BE CONSIDERED INCIDENTAL PROPOSED AND WILL NOT BE PAID FOR SEPARATELY. I PVC WM � I EXISTING WM EXISTING METER BOX (TO BE RETIRED) NEW 1" BLUE POLY TUBING AWWA C-901 NOTE 1 5' RADIUS I 0 I 0 SERVICE CONNECTION TYPE U) 0 R/W LINE U) ANY RELOCATION OF METER WITHIN A 5' RADIUS CL PROPOSED 5' RADIUS OF EXISTING LOCATION WILL 0- PVC WM BE CONSIDERED INCIDENTAL AND WILL CL NOT BE PAID FOR SEPARATELY. PROPERTY EXISTING METER BOXES LINE NOTE 1 NEW 1" BLUE POLY TUBING (AWWA C-901) NOTE 2 EXISTING WM (TO BE RETIRED) > 5' RADIUS 0 SERVICE CONNECTION TYPE "E" 0 CL CL U) PROPOSED EXISTING WM EXISTING METER PVC WM (TO BE RETIRED) ' TO BE RELOCATED E MORE THAN 5' EXISTING SERVICE (TO BE RETIRED) I I cn NEW 1" BLUE POLY TUBING (AWWA C-901) cl NOTE 1 cn cl CN NEW SINGLE METER BOX I � RECONNECT SERVICE TO CUSTOMER'S PLUMBING SERVICE CONNECTION TYPE "E" R/W LINE SCALE N.T.S. STANDARD DETAIL DATE 06/03 TYPES OF SERVICE CONNECTIONS DRAWING NO. REVISED 11 (1 of 3) 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2612 1.2.a R/W LINE EXISTING PROPOSED EXISTING WM METER PVC WM (TO BE RETIRED) TO BE RELOCATED MORE THAN 5' EXISTING SERVICE (TO BE RETIRED) 4- 0 I � NEW SINGLE METER BOX I PROPERTY NOTE 1 LINE NEW 1" BLUE POLY NOTE 2 TUBING (AWWA C-901) I 0 EXISTING SERVICE (TO BE RETIRED) 0 CL RECONNECT SERVICES TO I MET RNG L CUSTOMERS' PLUMBING TO BE RELOCATED 9 MORE THAN 5' SERVICE CONNECTION TYPE "C" 0 R/W LINE EXISTING 0 PROPOSED EXISTING WM RECONNECT SERVICE TO I MET BE CL ERCL PVC WM (TO BE RETIRED) CUSTOMER'S PLUMBING I ROELOCATED MORE THAN 5' EXISTING SERVICE (TO BE RETIRED) I c� NEW SINGLE METER BOX NOTE 1 PROPERTY NEW 1" BLUE POLY NOTE 2 I LINE cn TUBING (AWWA C-901) I CN cl EXISTING METER BOX U) I 5' RADIUS I m SERVICE CONNECTION TYPE "H" CL SCALE N.T.S. STANDARD DETAIL TYPES OF SERVICE CONNECTIONS DATE DRAWING NO. 06/03 (CONTINUED) REVISED 11 (2 of 3) 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2613 NOTES FOR TYPES OF SERVICE CONNECTIONS: 1.2.a 1. REFER TO STANDARD DETAIL DRAWING No. 15 FOR SERVICE CONNECTION TO WATER MAIN. ° 2. REFER TO STANDARD DETAIL DRAWING No. 17 FOR BRANCH DETAILS. 4- 3. CUT AND PLUG EXISTING SERVICE PIPES AT POINT OF CONNECTION TO EXISTING WATER MAIN. g 4. REMOVE RETIRED SERVICE PIPES. 0 5. MAKE CONNECTIONS TO METERS WITH APPROPRIATELY SIZED COUPLINGS, FITTINGS, OR ADAPTERS. U) CL 0 L- CL 6. METER LOCATION TO BE 6" FROM PROPERTY LINE OR 6" FROM BACK OF CONCRETE L- SIDEWALK. EXACT METER AND SERVICE LOCATIONS SHALL BE DETERMINED BY FKAA FIELD REPRESENTATIVE. cr 7. WHEN SERVICE LINE IS INSTALLED THROUGH CONCRETE, SERVICE LINE MUST BE SLEEVED. 8. DESCRIPTIONS OF SERVICE CONNECTIONS: a 0 TYPE "D" — CONNECT TO EXISTING METER WITHIN R/W WITH NEW POLY TUBING (AWWA C- 901). METER CAN BE MOVED WITHIN A 5' RADIUS OF CURRENT LOCATION. 0 CL CL TYPE "E" — CONNECT TO TWO EXISTING METERS W/IN R/W WITH NEW POLY TUBING (AWWA < C-901). METERS CAN BE MOVED WITHIN A 5' RADIUS OF CURRENT LOCATIONS. TYPE "F" — CONNECT TO NEW METER LOCATION (MORE THAN 5' FROM CURRENT LOCATION) IN R/W WITH NEW POLY TUBING (AWWA C-901). RECONNECT SERVICE TO CUSTOMER'S PLUMBING. cn TYPE "G" — CONNECT TO TWO NEW METER LOCATIONS (MORE THAN 5' FROM CURRENT cl LOCATIONS) IN R/W WITH NEW POLY TUBING (AWWA C-901). RECONNECT cn SERVICES TO CUSTOMERS' PLUMBING. CN TYPE "H" — CONNECT TO ONE EXISTING METER LOCATION (WITHIN 5' RADIUS OF CURRENT LOCATION) AND ONE NEW METER LOCATION (MORE THAN 5' FROM CURRENT LOCATION) IN R/W WITH NEW POLY TUBING (AWWA C-901). RECONNECT SERVICE TO CUSTOMER'S PLUMBING. SCALE N.T.S. STANDARD DETAIL TYPES OF SERVICE CONNECTIONS DATE DRAWING NO. 06/03 (CONTINUED) 11 (3 of 3) REVISED U 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2614 1.2.a GROUND A GROUND LEVEL LEVEL 5/8" METER = 7-3/4" 1 " METER= 11 " MIN. 10° TO 11" B D if _ -_ _ C i 0 777 1 FLOW E 0 0 24.5" MIN. 0 0. 1 " POLYETHYLENE TUBING (AWWA C-901) ELEVATION VIEW 9 A= METER BOX AND LID BOX—OLDCASTLE PRECAST #02001032—FL12T FIBRELYTE GRAY COMPOSITE BOX (W/MOUSE HOLES) LID—OLDCASTLE PRECAST #02001381 —FL12 LID(1 1 18)FIBRELYTE GRAY COMPOSITE NEPTUNE OFFSET—PROBE PROVISION FKAA WATER T NOTE. METER BOXES MUST HAVE LIDS IN PLACE PRIOR TO POURING o THE CONCRETE. ° B= FORD LOCKABLE CURB STOP OR APPROVED EQUAL METER DIAMETER CURB STOP 3/4" x 5/$" No. B43-342 W* U) 1 " No. B43-344 W* * "W" ON CATALOG NUMBER IS FOR PADLOCK WINGS & SHOULD OPEN TO THE LEFT. c� C= FKAA APPROVED DUAL CHECK VALVE: MUELLER No. H-14242 OR FORD HHS 31 -323, HHS 31 -344, OR APPROVED EQUAL IF DOWNSTREAM BACKFLOW PREVENTOR (RPZ OR DCVA) IS REQUIRED, CURB STOP cn SHOULD BE INSTALLED IN LIEU OF DUAL CHECK. cam; cl D= SEALED REGISTER WATER METER C' U) E= CUSTOMER TIE—IN POINT NOTE: 1 . MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTINGS SHALL BE MAINTAINED PER METER MANUFACTURER'S REQUIREMENTS. SCALE N.T.S. STANDARD DETAIL DATE 5/8" AND 1" METER DRAWING NO. 03/96 REVISED WITH DUAL CHECK VALVE 12 (1 of 2) 01/14 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2615 1.2.a GROUND A GROUND LEVEL LEVEL U) T-10 METER = 7-3/4" B MIN. g C 1 as �, 10° TO 11° � °�' 0 0 U) FLOW D 0 _ U) �- 24 >� MIN. ra y2 0 CL 1" POLYETHYLENE TUBING (AWWA C-901) ELEVATION VIEW 49 A= METER BOX AND LID BOX—OLDCASTLE PRECAST #02001032—FL12T FIBRELYTE GRAY COMPOSITE BOX (W/MOUSE HOLES) LID—OLDCASTLE PRECAST #02001381—FL12 LID(1 1 18)FIBRELYTE GRAY COMPOSITE NEPTUNE OFFSET—PROBE PROVISION FKAA WATER NOTE. METER BOXES MUST HAVE LIDS IN PLACE PRIOR TO POURING 0 THE CONCRETE. 0 B= FORD LOCKABLE CURB STOP OR APPROVED EQUAL METER DIAMETER CURB STOP < 3/4"x5/8" No. B43-342 W 1" No. B43-344 W* * "W" ON CATALOG NUMBER IS FOR PADLOCK WINGS & SHOULD OPEN TO THE LEFT. c� C= NEPTUNE METER/DOUBLE CHECK T-10 ASSEMBLY D= CUSTOMER TIE—IN POINT cn NOTE: `l cn MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTINGS CN SHALL BE MAINTAINED PER METER MANUFACTURER'S REQUIREMENTS. SCALE N.T.S. STANDARD DETAIL DATE 5/8" T-10 DOUBLE CHECK METER DRAWING NO. 06/98 REVISED 12 (2 of 2) 01/14 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2616 1.2.a D GROUND GROUND LEVEL LEVEL 1 Y2" METER = 13—Y4" u_ I _ 2" METER = 17—Y4" 0 MIN. 10 TO 11 A C ti i B F U) FLOW IFTI 0 U) 0 G CL E 0- CL 28-3/4" MINIMUM ELEVATION VIEW 0 A= FORD LOCKABLE CURB STOP OR APPROVED EQUAL METER DIAMETER CURB STOP 0 1-1/2" No. BF13-676 W* CL CL 2" No. BF13-777 W* < * "W" ON CATALOG NUMBER IS FOR PADLOCK WINGS & SHOULD OPEN TO THE LEFT. B= FKAA APPROVED DUAL CHECK VALVE: MUELLER No. H-14242 C= SEALED REGISTER WATER METER u D= METER BOX AND LID OLDCASTLE PRECAST #FL36-18 WITH 2 AMR(s) — "FKAA WATER" E= 2" POLYETHYLENE TUBING (AWWA C-901) cn cl F= CUSTOMER TIE—IN POINT cn G= CUSTOMER FURNISHED PIPING/TUBING cN NOTE: MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTINGS SHALL BE MAINTAINED PER METER MANUFACTURER'S REQUIREMENTS. SCALE N.T.S. STANDARD DETAIL DATE 1-1/2" AND 2" METER DRAWING NO. 03/96 REVISED WITH DUAL CHECK VALVE 13 (1 of 2) 01/17 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2617 1.2.a D GROUND GROUND LEVEL LEVEL 2" COMPOUND=15 Y4" 10 TO 11 0 y A �C B I A _. F U) I 0 U) FLOW G E ';; ra CL 0 CL 49 33-5/8" MINIMUM , ELEVATION VIEW A= FORD LOCKABLE CURB STOP OR APPROVED EQUAL METER DIAMETER CURB STOP 2" lNo. BF13-777 W—NL* 0 * "W" ON CATALOG NUMBER IS FOR PADLOCK WINGS & SHOULD OPEN TO THE LEFT. B= STRAINER (7") CL CL C= SEALED REGISTER WATER METER D= METER BOX AND LID OLDCASTLE PRECAST #FL36-18 WITH 2 AMR(s) — "FKAA WATER" 0 E= 2" POLYETHYLENE TUBING (AWWA C-901) F= CUSTOMER TIE—IN POINT G= CUSTOMER FURNISHED PIPING/TUBING cn cl cn cl NOTE: Ci —MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTINGS SHALL BE MAINTAINED PER METER MANUFACTURER'S REQUIREMENTS. —METER BOXES MUST HAVE LIDS IN PLACE PRIOR TO POURING THE CONCRETE. SCALE N.T.S. STANDARD DETAIL DATE 2" COMPOUND METER DRAWING NO. 03/96 REVISED 13 (la of 2) 07/16 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2618 1.2.a GROUND p GROUND LEVEL LEVEL 1 1-1/2" METER = 13-1/4' 2" METER = 17-1/4" = 1 MIN. 10" TO 11" A F FLOW NOTE: "CONTINUES IN NEXT PICTURE 4- FROM HERE 0 0 28-3/4" MIN. r e) GROUND p GROUND 0 LEVEL LEVEL U) U) 0 0- DOUBLE CHECK VALVE ASSEMBLY - 4 11-1 " / CL C `) FLOW NOTE: CONTINUES HERE _~ _ _ _ � _ _ _ _ Gp FROM LAST PICTURE ^' G I- 28-3/4" MIN. - 0 ELEVATION VIEW 0 A= FORD LOCKABLE CURB STOP OR APPROVED EQUAL CL CL METER DIAMETER CURB STOP 1-1 2" No. BF13-676 W* 2" No. BF13-777 W* * "W" ON CATALOG NUMBER IS FOR PADLOCK WINGS & SHOULD OPEN TO THE LEFT. B= SEALED REGISTER WATER METER C= USC APPROVED DOUBLE CHECK VALVE ASSEMBLY (CUSTOMER FURNISHED)* * WITH VERTICAL TEST COCKS AND PLUGS D= METER BOX AND LID cn OLDCASTLE PRECAST #FL36-18 WITH 1 AMR - "FKAA WATER" cn E= 1" OR 2" POLYETHYLENE TUBING (AWWA C-901) Ci F= CUSTOMER TIE-IN POINT G= CUSTOMER FURNISHED PIPING/TUBING NOTE: MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTINGS SHALL BE MAINTAINED PER METER MANUFACTURER'S REQUIREMENTS. SCALE N.T.S. STANDARD DETAIL DATE 1" AND LARGER METER WITH DRAWING NO. 06/98 REVISED DOUBLE CHECK VALVE ASSEMBLY 13 (2 of 2) 03/19 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2619 1.2.a D � GROUND GROUND LEVEL LEVEL 1 Y2" METER = 13" y 0 MIN. C l 10"TO 11" A «<. B F FLOW � 0 4— e) 0 CL 28 3/4" MINIMUM 49 ELEVATION VIEW A= FORD LOCKABLE CURB STOP OR APPROVED EQUAL METER DIAMETER CURB STOP 1-1/2" No. BF13-676 W * "W" ON CATALOG NUMBER IS FOR PADLOCK WINGS & SHOULD OPEN TO THE LEFT. 0 B= FKAA APPROVED DUAL CHECK VALVE: MUELLER No. H-14242 > 0 C= NEPTUNE MACH 10 ULTRASONIC WATER METER OR APPROVED EQUAL CL CL D= METER BOX AND LID OLDCASTLE PRECAST #FL36-18 WITH 2 AMR(s) — "FKAA WATER" E= 2" POLYETHYLENE TUBING (AWWA C-901) F= CUSTOMER TIE—IN POINT G= CUSTOMER FURNISHED PIPING/TUBING NOTE: MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTINGS SHALL BE MAINTAINED PER METER MANUFACTURER'S REQUIREMENTS. cis cl cvi cl CN U) CL SCALE: DATE: 1-1/2" MACH 10 METER STANDARD DETAIL DRAWING NO. REVISED—: WITH DUAL CHECK VALVE 3_M 1 .5 m FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2620 1.2.a D GROUND GROUND LEVEL LEVEL I[I III 2" METER = 15Y4" A C B A MIN. - :.... 10"TO 11" F us 0 E 28-3/a MINIMUM CL 49 ELEVATION VIEW A= FORD LOCKABLE CURB STOP OR APPROVED EQUAL METER DIAMETER CURB STOP 2" No. BF13-777 W* * "W" ON CATALOG NUMBER IS FOR PADLOCK WINGS & SHOULD OPEN TO THE LEFT. 0 B= STRAINER > 0 C= NEPTUNE MACH 10 ULTRASONIC WATER METER OR APPROVED EQUAL CL CL D= METER BOX AND LID OLDCASTLE PRECAST #FL36-18 WITH 2 AMR(s) — "FKAA WATER" E= 2" POLYETHYLENE TUBING (AWWA C-901) F= CUSTOMER TIE—IN POINT E G= CUSTOMER FURNISHED PIPING/TUBING NOTE: MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTINGS SHALL BE MAINTAINED PER METER MANUFACTURER'S REQUIREMENTS. cl cl CN U) CL SCALE: N.T.S. STANDARD DETAIL DATE: 2" MACH 10 ULTRASONIC METER DRAWING NO. 01/21 WITH STRAINER AND CURB STOP REVISED: 13-M2 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2621 1.2.a 63-3�4" 60" 5 5742" 4. 2 ..�. B C A N 7 ,- 0 Nz 6 3 - 4 a E z U) STRAINER 8 Y Hin;jleel 0 Jf' 16" 3 #5 REBAR 68" METER (MIN.)(TYP.) SIZE A "B" "C" CL 12"x12"x12" SUMP 0- 3" 17„ 8" 6" CL SECTION VIEW 4" 20" 9" 7-Y2" U) 6" 24" 10 Y2" 9" cr O COMPOUND WATER METER 2O FLANGED RESILIENT SEAT, NON-RISING STEM GATE VALVE, MAY BE LOCATED INSIDE OR OUTSIDE OF METER VAULT O UNI-FLANGE OR EQUAL FLANGE PIPE ADAPTER 0 O TO BACKFLOW PREVENTER (D.I. FOR PIPE DIA. GREATER THAN 3") (REFER TO ra STANDARD DETAIL DRAWING Nos. 20, 21, AND 22) 0 CL O U.S. FOUNDRY TYPE AHD 36"x78" ALUMINUM HATCH COVER, CAST IN PLACE (OR CL APPROVED EQUAL) < O TO MAIN AND/OR VALVE (D.I. FOR PIPE DIA. GREATER THAN 3") 0 7O 8" CONCRETE BLOCK WALLS WITH CELLS FILLED WITH NON-SHRINK GROUT (NOTE 1) E a u O GROUT AROUND PIPE TO SEAL OPENING, COMPLETELY WRAP PIPE WITH #15 FELT BEFORE GROUTING cn NOTES: cl cn 1. REBAR AS SHOWN ARE MINIMUM REQUIRED. VAULT TO BE DESIGNED BY PRECASTER. cl cN 2. MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTING SHALL BE MAINTAINED PER MANUFACTURER'S REQUIREMENTS. CL SCALE N.T.S. STANDARD DETAIL 10/99 3", 4" AND 6" METER ASSEMBLY DRAWING NO. REVISED 14 E 05/14 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2622 1.2.a 63-%$* 60" 5 57—2 2 B A C B 1 NX 7 6 3 2 4 •.: 0 ' t STRAINER 9 #5 REBAR 68" METER „ „ (MIN.)(TYP.) SIZE A B C 12"x12"x12" SUMP 0 3" 12" 8" 6" 0. SECTION VIEW 4„ 14» 9» 7_y2>, 49 U) O NEPTUNE MACH 10 ULTRASONIC WATER METER OR APPROVED EQUALcr �2 FLANGED RESILIENT SEAT, NON—RISING STEM GATE VALVE, MAY BE LOCATED INSIDE OR OUTSIDE OF METER VAULT O UNI—FLANGE OR EQUAL FLANGE PIPE ADAPTER 0 O TO BACKFLOW PREVENTER (D.I. FOR PIPE DIA. GREATER THAN 3") (REFER TO STANDARD DETAIL DRAWING Nos. 20, 21, AND 22) > 0 CL O U.S. FOUNDRY TYPE AHD 36"x78" ALUMINUM HATCH COVER, CAST IN PLACE (OR CL APPROVED EQUAL) < 6 TO MAIN AND/OR VALVE (D.I. FOR PIPE DIA. GREATER THAN 3") PIPE LENGTH TO BE 5 TIMES PIPE DIAMETER E 7O 8" CONCRETE BLOCK WALLS WITH CELLS FILLED WITH NON—SHRINK GROUT (NOTE 1) O GROUT AROUND PIPE TO SEAL OPENING, COMPLETELY WRAP PIPE WITH #15 FELT BEFORE GROUTING cn cl O PIPE LENGTH TO BE 2 TIMES PIPE DIAMETER cn CN NOTES: 1. REBAR AS SHOWN ARE MINIMUM REQUIRED. VAULT TO BE DESIGNED BY PRECASTER. 2. MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTING SHALL BE MAINTAINED PER MANUFACTURER'S REQUIREMENTS. SCALE: N.T.S. STANDARD DETAIL DATE: 3" OR 4" MACH 10 ULTRASONIC METER DRAWING NO. 01/21 WITH DUAL CHECK VALVE E REVISED: 14-M3-4 05/22 (� FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2623 1.2.a 63—a/4°> 60" 5 5742" B A C B I- 7 2 I 1 N < 0 6 3 2 4 •.'4 tlP� Z � STRAINER C° 8 " 0 16» 3 U) #5 REBAR 68" METER »A" "B" "C" U) MIN. TYP. ( )( ) SIZE CL 12"x12"x12" SUMP 3" 12 8" 6" CL 49 SECTION VIEW 4" 14" 9» 742" cr O NEPTUNE MACH 10 ULTRASONIC WATER METER OR APPROVED EQUAL O FLANGED RESILIENT SEAT, NON—RISING STEM GATE VALVE, MAY BE LOCATED INSIDE OR OUTSIDE OF METER VAULT O UNI—FLANGE OR EQUAL FLANGE PIPE ADAPTER 0 O TO BACKFLOW PREVENTER (D.I. FOR PIPE DIA. GREATER THAN 3") (REFER TO CL STANDARD DETAIL DRAWING Nos. 20, 21, AND 22) CL 5O U.S. FOUNDRY TYPE AHD 36"x78" ALUMINUM HATCH COVER, CAST IN PLACE (OR APPROVED EQUAL) O TO MAIN AND/OR VALVE (D.I. FOR PIPE DIA. GREATER THAN 3") E c� O 8" CONCRETE BLOCK WALLS WITH CELLS FILLED WITH NON—SHRINK GROUT (NOTE 1) O GROUT AROUND PIPE TO SEAL OPENING, COMPLETELY WRAP PIPE WITH #15 FELT cn BEFORE GROUTING cl cn cl NOTES: CN 1. REBAR AS SHOWN ARE MINIMUM REQUIRED. VAULT TO BE DESIGNED BY PRECASTER. 2. MINIMUM DISTANCES BETWEEN METER INLETS/OUTLETS AND THE CLOSEST FITTING SHALL BE MAINTAINED PER MANUFACTURER'S REQUIREMENTS. CL LL SCALE: N.T.S. STANDARD DETAIL DATE: 3" OR 4" MACH 10 ULTRASONIC METER DRAWING NO. 01/21 WITH DUAL CHECK VALVE E REVISED: 14-M3-4 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2624 1.2.a STREET PAVEMENT METER ASSEMBLY 4- 0 /i\ \ O\�� wZ Z_ UOf w= obi Z OW ow o 0' C.)V) Z0_ ~p W Z W �� 0 '.• 881 > 0 � O c Z .a., U) 0 CL O 0 CL 45° 1" (MIN.) BLUE CTS POLYETHYLENE TUBING (AWWA C-901) 9 1" (MIN.) u CORPORATION STOP WATER MAIN > ELEVATION VIEW 0 0 NOTE: 1. SADDLES SHALL BE ROCKWELL INTERNATIONAL, TYPE 323, STYLE DOUBLE STRAP BRONZE SADDLES, FOR PVC AND DUCTILE IRON PIPE, OR APPROVED EQUAL. TAPPING SADDLES SHALL BE USED FOR ALL TAPS ON 2" PVC PIPE. 4" PVC PIPE OR GREATER SHALL HAVE A TAPPING SLEEVE AND VALVE. 2. CORPORATION STOPS SHALL BE FORD F-1000, FB-1000, OR APPROVED cn EQUAL. THE LARGEST CORPORATION STOP WHICH CAN BE TAPPED DIRECTLY cl cn INTO THE PIPE IS 1—INCH. c! cN U) a m SCALE N.T.S. STANDARD DETAIL DATE SERVICE CONNECTION DRAWING NO. 03/96 REVISED 15 01/14 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2625 71.2.a FKAA APPROVED TAPPING SLEEVE F-1000, FB-1000 2"BALL &FORD ALVE OR APPROVED EQUAL 2" x 1" BRASS TEE(TYP.) o... ❑ �BLUE CTS - POLYETHYLENE TUBING u (AWWA C-901) o 0 2"BRASS NIPPLE ' O NOTE u �6'�1 e� 2" SCHEDULE 80 o PVC NIPPLE 20" (5/8"METER BANK) O U) DISTRIBUTION CL MAIN 1"x6" 0- 2"x2"BRASS BRASS TEE w/ PLAN VIEW 2"(TYP ) NIPPLE 49 (TYP.) 2"BRASS PLUG Cr 0 R/W EXISTING GRADE 0 CL CL USF #7615 VALVE u BOX OR APPROVED EQUAL—DETAIL 5 FOR SIDEWALK VV E INSTALLATION METER BOXES FB-4/6/8 2" HEADER PIPE o 2" BLUE CTS , POLYETHYLENE TUBING r! (AWWA C-901) ri ELEVATION VIEW NOTE: REFER TO STANDARD DETAIL DRAWING No. 12 FOR METER ASSEMBLY ONLY. CL SCALE N.T.S. STANDARD DETAIL DATE METER BANK DRAWING NO. 03/96 REVISED 16 07/22 U FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2626 1.2.a LLOT 2 1................. EDGE OF i METER R/W �� LOCATIONS / DETAIL "A" 4- 0 EXISTING W.M. PLAN VIEW U) 0 FORD LOCKABLE METER STOP U) 0 (OR APPROVED EQUAL) CL REFER TO STANDARD DETAIL L- o DRAWING No. 12 0 CL U) 1" BLUE CTS POLYETHYLENE TUBING (AWWA C-901) TO NEW METERS 1"x1"x1" MUELLER TEE OR APPROVED EQUAL 2' MAX. (NOTE 1) 0 1" MUELLER 90` BEN OR APPROVED EQUAL 0 (NOTE 1) U) c� cl 1" BLUE CTS POLYETHYLENE TUBING (AWWA C-901) TO 1" TAP ON WATER MAIN DETAIL 'A " PLAN VIEW cn cl CN U) NOTES: 1. USE MUELLER 110 CONDUCTIVE COMPRESSION CONNECTIONS FOR BLUE CTS POLYETHYLENE TUBING (AWWA C-901), OR APPROVED EQUAL. SCALE N.T.S. STANDARD DETAIL DATE FITTINGS FOR 1" TAP DRAWING NO. 03/96 DUAL SERVICE CONNECTION 17 E REVISED 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2627 1.2.a DEMARCATION OF FIRE LINE FKAA APPROVED DOUBLE CHECK DISTRIBUTION MAIN DETECTOR CHECK VALVE ASSEMBLY TAPPING SLEEVE (OR RPDA WHEN REQUIRED) WITH O.S. & Y GATE VALVES (NOTE 2) FIRE LINE P.E.xP.E. NIPPLE 7 i TAPPING NIPPLE NIPPLE.E. I . A O p VALVE L 5/8" METER 2 RESTRAINED JOINTS i SUPPLIED BY FKAA ( ) LOCKABLE CURB STOPS(TYPICAL) U) 90' M.J. ELBOW DOMESTIC 0 (RESTRAINED JOINTS) cn 7BACKFLOW SERVICEAA APPROVED m FKAA DOMESTIC METER BOX . .x . . PREVENTER CL (REFER TO STANDARD DETAIL NIPPLE (NOTE 2) 0 DRAWINGS 12, 13, AND 14) I PROPERTY LINE CL EDGE OF PUBLIC R W 49 DEMARCATION OF FKAA/ PLAN CUSTOMER RESPONSIBILITY NOTE 4 0 0 NOTE ° CL a � U) CONC. SUPPORT BLOCKS OR F.K.A.A. APPROVED SCREW JACK 6"X3'X3' CONCRETE SLAB SECTION A—A cn cl NOTES: cn cl 1. P.E. — PLAIN END, M.J. — MECHANICAL JOINT c14 2. REFER TO FKAA CROSS—CONNECTION CONTROL MANUAL AND FIRE PROTECTION U) SERVICE REQUIREMENTS IN FKAA MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS. 3. 'Y" STRAINER NOT PERMITTED ON SEPARATE FIRE LINE. 4. REFER TO STANDARD DETAIL DRAWING No. 20, 21 or 22 FOR INSTALLATION DETAILS. 5. CONCRETE SUPPORT BLOCKS REQUIRED ON 2 1/2" AND LARGER DOUBLE CHECK VALVES. SCALE N.T.S. STANDARD DETAIL DATE SEPARATE FIRE LINE DRAWING NO. 03/96 REVISED W/ DOMESTIC METER 18 (1 of 2) 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2628 1.2.a DEMARCATION OF FIRE LINE I FKAA APPROVED DOUBLE CLASSIFICATION I CHECK DETECTOR CHECK VALVE ASSEMBLY (OR RPDA WHEN REQUIRED) DISTRIBUTION MAIN I VALVES WITH O.S. & Y GATE (NOTE 1) TAPPING SLEEVE FIRE LINE ,- 4- 0 TAPPINGE L I*A O q. VALV — I 0 5/8" METER U) SUPPLIED BY FKAA LOCKABLE CURB STOPS(TYPICAL) 0 EDGE OF PUBLIC R/W i PROPERTY LINE 0 PLAN 9 NOTE 3 0 0 0 r4 —/° ° > ED 0 CL CL CONC. SUPPORT BLOCKS OR F.K.A.A. APPROVED SCREW JACK 6"X3'X3' CONCRETE SLAB E SECTION A-A NOTES: 1. REFER TO FKAA CROSS—CONNECTION CONTROL MANUAL AND FIRE PROTECTION cn SERVICE REQUIREMENTS IN FKAA MINIMUM CONSTRUCTION STANDARDS AND cn cn SPECIFICATIONS. c! 2. "Y" STRAINER NOT PERMITTED ON SEPARATE FIRE LINE. cU) 3. REFER TO STANDARD DETAIL DRAWING No. 20, 21 or 22 FOR INSTALLATION DETAILS. 4. CONCRETE SUPPORT BLOCKS REQUIRED ON 2-1/2" AND LARGER DOUBLE CHECK VALVES. SCALE N.T.S. STANDARD DETAIL DATE 03/96 SEPARATE FIRE LINE INSTALLATION DRAWING NO. REVISED 18 (2 of 2) 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2629 1.2.a FKAA APPROVED TAPPING SADDLE :p I 2" BALL VALVE OR APPROVED I EQUAL WITH 2" OPERATING I FKAA APPROVED DOUBLE ADAPTER CHECK DETECTOR CHECK VALVE ASSEMBLY (OR RPDA WHEN REQUIRED) 2" BALL VALVE OR GATE I WITH O.S. & Y GATE VALVE APPROVED EQUAL I VALVES (NOTE 1) 2"BLUE CTS POLYETHYLENE TUBING FIRE LINE 0 (AWWA C-901) I O I � DEMARCATION OF FIRE LINE 5/8" METER CLASSIFICATION I SUPPLIED BY FKAA LOCKABLE CURB STOPS(TYPICAL) EDGE OF PUBLIC R/W PROPERTY LINE 0 DISTRIBUTION PLAN 0 MAINCL L_ CL NOTE 3 49 U) R/W ' r Cr EXISTING GRADE ° I NOTE 4 I CONC. SUPPORT BLOCKS > SF #7615 VALVE OR F.K.A.A. APPROVED BOX OR APPROVED SCREW JACK EQUAL—DETAIL 5 6"X3'X3' CONCRETE SLAB 0 SECTION A—A CL 2" BLUE CTS POLYETHYLENE TUBING (AWWA C-901) 2" BALL VALVE OR APPROVED EQUAL E WITH 2" OPERATING ADAPTER ELEVATION VIEW cn cl cn cl NOTES: cU) 1. REFER TO FKAA CROSS—CONNECTION CONTROL MANUAL AND FIRE PROTECTION SERVICE REQUIREMENTS IN FKAA MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS. 2. 'Y" STRAINER NOT PERMITTED ON SEPARATE FIRE LINE. 3. REFER TO STANDARD DETAIL DRAWING No. 20, 21 or 22 FOR INSTALLATION DETAILS. 4. CONCRETE SUPPORT BLOCKS REQUIRED ON 2-1/2" AND LARGER DOUBLE CHECK VALVES(RP). CL SCALE N.T.S. STANDARD DET) DATE 2" FIRE LINE INSTALLATION DRAWING NO. E 01/21 REVISED 18 (2A) FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2630 1.2.a MUST BE RESILIENT SEATED SHUTOFF LINE MUST NOT VALVES BE BRANCHED OR OBSTRUCTED 4- 0 FLOW - i- - - - U) w o 0 LINE MUST _ U NOT BE STRAINER* 0 BRANCHED, CL NOTE 1 a d o0 C OBSTRUCTED, CL OR HAVE GRADE a HOSE SPIGOT ATTACHED CONC. SUPPORT BLOCKS OR F.K.A.A. APPROVED S.S. SCREW JACK 6"X3'X3' CONCRETE SLAB _ METER TO BE FLANGED DUCTILE IRON PIPE ON LOCATED THIS INSTALLATIONS GREATER THAN 3" DIA. 0 SIDE IN R/W ELEVATION VIEW NOTES: 1. CONCRETE SUPPORT BLOCKS AND "Y" TYPE STRAINER (WITH STANDARD PERFORATED SCREEN) ON 2 1/2" AND LARGER BACKFLOW PREVENTERS. 2. THE ASSEMBLY MUST BE INSTALLED WITH MINIMUM HORIZONTAL CLEARANCES OF 30" FOR cn THE SIDE WITH TEST COCKS AND 8" FOR THE BACK SIDE. cli cn 3. ACCEPTABLE ASSEMBLIES ARE THOSE THAT ARE APPROVED BY EITHER ASSE OR FCCCHR cli AND MEET THE MINIMUM DESIGN STANDARDS OF THE AWWA. * NO STRAINER REQUIRED ON FIRE LINES. CL SCALE N.T.S. STANDARD DETAIL DATE 2-1/2" TO 10" REDUCED PRESSURE DRAWING NO. 03/96 BACKFLOW PREVENTER INSTALLATION 20 REVISED 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2631 1.2.a e e IN FLOW OUT. 4- 0 04 rE METER TO BE ON THIS SIDE 0 / RELIEF VENT IN R W MUST NOT B OBSTRUCTED z c� U) Z 0 LINE MUST NOT BE of L- BRANCHED, OBSTRUCTED, 00 OR HAVE HOSE SPIGOT 9 ATTACHED GRADE SUPPORT BY UNIVERSAL STRUT--------- 0 STRUT AND CLAMP (OPTIONAL) 0 CL CL ELEVATION VIEW NOTES: 1. THE ASSEMBLY MUST BE INSTALLED ON THE CUSTOMER'S PROPERTY, AS CLOSE TO THE cn METER AS PRACTICAL. c! cn 2. THE ASSEMBLY MUST BE ACCESSIBLE FOR TESTING ANNUALLY, AND FOR OVERHAUL CN EVERY FIVE YEARS. 3. ACCEPTABLE ASSEMBLIES ARE THOSE THAT ARE APPROVED BY EITHER ASSE OR FCCCHR AND MEET THE MINIMUM DESIGN STANDARDS OF THE AWWA. CL SCALE N.T.S. STANDARD DETAIL DATE 3/4" TO 2" REDUCED PRESSURE DRAWING NO. 03/96 BACKFLOW PREVENTER INSTALLATION 21 REVISED 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2632 1.2.a MUST BE RESILIENT SEATED SHUTOFF LINE MUST NOT VALVES BE BRANCHED OR OBSTRUCTED 4- 0 o FLOW y NOTE 1 a All U) w 0 LINE MUST NOT z z BE BRANCHED, U) OBSTRUCTED, n d oo w U) OR HAVE HOSE GRADE C SPIGOT .. a ATTACHED 49 CONC. SUPPORT BLOCKS OR F.K.A.A. APPROVED S.S. SCREW JACK 6"X3'X3' CONCRETE SLAB METER TO BE FLANGED DUCTILE IRON LOCATED THIS PIPE ON INSTALLATIONS SIDE IN R/W GREATER THAN 3" DIA. 0 0 ELEVATION VIEW U) NOTES: E c� 1. CONCRETE SUPPORT BLOCKS REQUIRED ON 2 1/2" AND LARGER DOUBLE CHECK VALVES. 2. THE DEVICE MUST BE INSTALLED WITH MINIMUM HORIZONTAL CLEARANCES OF 30" FOR THE SIDE WITH TEST COCKS AND 8" FOR BACK SIDE. cn 3. ASSEMBLY IS NOT COMPLETE UNLESS ALL TEST COCKS ARE INSTALLED PER cn cl MANUFACTURER'S SPECIFICATIONS. CN U) 4. ACCEPTABLE ASSEMBLIES ARE THOSE THAT ARE APPROVED BY EITHER ASSE OR FCCCHR AND MEET THE MINIMUM DESIGN STANDARDS OF THE AWWA. CL SCALE N.T.S. STANDARD DETAIL DATE 3/4" TO 10" DOUBLE CHECK VALVE DRAWING NO. 03/96 ASSEMBLY INSTALLATION 22 REVISED 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2633 1.2.a CONTROL VALVE (AUTOMATIC SHUT OFF "D" DIAMETER OF VALVE NOT SHOWN) INFLUENT PIPE 4- 0 MIN. AIR GAP = 2 x "D" a WATER SUPPLY LINE "A" DIAMETER NO BRANCHES OF OVERFLOW OR OBSTRUCTIONS PIPE 0 U) 0 CL 0 L- CL STORAGE TANK 49 OVERFLOW TO DRAIN PROPERTY LINE TO PRIVATE U) SYSTEM GRADE > r 0 ELEVATION VIEW METE U) SIZES OF OVERFLOW PIPES FOR WATER SUPPLY TANKS c� MAXIMUM CAPACITY OF WATER DIAMETER OF OVER— SUPPLY LINE TO TANK FLOW PIPE, "A" 0 — 50 gpm 2" cn cl 50 — 100 gpm 2 1/2" ccn 100 — 200 gpm 3" cl CN 200 — 400 gpm 4" 400 — 700 gpm 5" cu 700 — 1000 gpm 6" OVER 1000 gpm 8" SCALE N.T.S. STANDARD DETAIL DATE ACCEPTABLE AIR GAP CONSTRUCTION DRAWING NO. 03/96 REVISED 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2634 1.2.a TO HOUSE VALVES 4- 0 g TO IRRIGATION SYSTEM L_ 0 0 0 FKAA APPROVED REDUCED PRESSURE U) ZONE BACKFLOW PREVENTER (BY Cl PLUMBER) (NOTE 2) L_ 0CL 49 PROPERTY LINE 0 METER BOX J 0 L.� a+ 0 CL CL 881 TO WATER MAIN c� PLAN VIEW NOTE: cn cl cn 1. FKAA APPROVED PIPING FOR RESIDENTIAL IRRIGATION SYSTEM SERVED THROUGH cl DOMESTIC METER. cN 2. REFER TO FKAA MANUAL OF CROSS—CONNECTION CONTROL AND STANDARD DETAIL DRAWINGS No. 20 AND 21. SCALE N.T.S. STANDARD DETAIL DATE IRRIGATION PIPING DRAWING NO. 03/96 REVISED 24 06/13 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2635 1.2.a 6'-4" 5'-0" B (SEE SHEET 2) 881 I I - I Fl- 2= A I I A 7'-0" I m II I 8'-6" W-10" 0 0 0. 0- U) 0) cr (SEE SHEET 2) g®y NOTE: —IF THE VAULT IS LOCATED WITHIN A PLAN VIEW > PAVED TRAVELWAY OR SIDEWALK, THE TOP OF THE VAULT MUST BE FLUSH WITH THE ASPHALT OR CONCRETE. 6'-4" #57 STONE 5'-0"� > EXISTING GRADE "' • ., v 11V • • • • i� CL CL U) 8" PRECAST CONCRETE WITH #5 BAR Q$ B" CONCRETE 3'—g 8" BLOCK WALLS WITH ALL U CELLS FILLED WITH WATER MAIN m CONCRETE AND #5 BAR PIPING, SEE DETAIL 28 a #3 BARS 0 24" t%� O.C. (TYP.) 12" MIN. —3" iv3 cl 10 N 3^F m 2 EACH #5 BARS (TYP.) 12"x12"x12" SUMP SECTION A—A NOTES: 1. REBAR AS SHOWN ARE MINIMUM REQUIRED. APPLICABLE VAULTS TO BE DESIGNED BY OTHERS. SCALE N.T.S. STANDARD DETAIL DATE STANDARD MASTER METER VAULT DRAWING NO. 03/96 REVISED 26 (1 of 3) 05/22 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2636 1.2.a 4- 0 0 9,-10" U) 8•-8" U.S. FOUNDRY TYPE AHD, 36" x 78", ALUMINUM SPRING LOADED, DOUBLE DOOR, U) ACCESS HATCH (OR APPROVED EQUAL) (a U) ACCESS HATCH FRAME TO CIL #57 STONE BE CAST IN TIE BEAM 0 CL EXISTING GRADE 2 4 Cr Q .. 0 ., 0 °. CIL CIL FOOTER TO BEAR AGAINST ° !8" N-SEAL CONNECTORS LIMEROCK OR COMPACTED FILL THIS SPACE G PIECE OF 4" DIA. SOIL WITH CLEAN GRAVEL ALL SLEEVES,PLACE 12"x12"x12" SUMP cl tv3 cl SECTION B—B U) m NOTES: 1. REBAR AS SHOWN ARE MINIMUM REQUIRED. APPLICABLE VAULTS TO BE DESIGNED BY OTHERS. 2. SOIL TO BE COMPACTED TO 95% DENSITY, AASHTO T-180 STANDARD. CL SCALE N.T.S. STANDARD DETAIL DATE STANDARD MASTER METER VAULT DRAWING NO. 03 26 (2 of 2) S REVISED 03/18 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2637 1.2.a 4- 0 C 0 U) 0 U.S. FOUNDRY TYPE AHD, 47"x84" ALUMINUM SPRING LOADED, U) DOUBLE DOOR, ACCESS HATCH (a (OR APPROVED EQUAL) U) 9'-10" CL Xi 0 ~_ NOTE: $ —6„ ACCESS HATCH FRAME TO L_ —IF THE VAULT IS LOCATED WITHIN A BE CAST IN TIE BEAM ,2 PAVED TRAVELWAY OR SIDEWALK, THE , TOP OF THE VAULT MUST BE FLUSH U) WITH THE ASPHALT OR CONCRETE. #57 STONE EXISTING GRADE Y % U) USE 8" LONG PIECE OF PVC THAT WILL ACCOMMODATE PIPE SIZE FOR 8" PRECAST CONCRETE WITH WALL SLEEVES. SEAL ALL OPENINGS. 0 #5 BAR Q9 8" CONCRETE "LINK SEAL" MODULAR SEALS OR *' BLOCK WALLS WITH ALL WATER MAIN APPROVED EQUAL TO SECURE AND CELLS FILLED WITH PIPING, SEE SEAL PIPE MAY BE REQUIRED. y CONCRETE AND #5 BAR DETAIL 28 0 CL CL 12" MIN. U) 3" 10 3' (� 1202"02" FOOTER TO BEAR AGAINST FILL THIS SPACE SUMPWITH CLEAN GRAVEL LIMEROCK OR COMPACTED SOIL ywj C®1 C% SECTION B—B cl C14 U) NOTES: 1. REBAR AS SHOWN ARE MINIMUM REQUIRED. APPLICABLE VAULTS TO BE DESIGNED BY OTHERS. 2. SOIL TO BE COMPACTED TO 95% DENSITY, AASHTO T-180 STANDARD. CL SCALE N.T.S. STANDARD DETAIL DATE STANDARD MASTER METER VAULT DRAWING NO. 03/96 REVISED 26 (2 of 3) 05/22 FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2638 jol slesodOAd jol 4senbeas'}P n 04 f noadd ) s u9wgo -m CZ-CZ-Z s uej a' :4u8wW M V)o �Z J I o N ao r aap� � H Q (� N Y pLnCrJ �W O rn Z �j \ W Z o LL-J- -ium<0) oZ�� m 0 Q p Z G. d Qz OwOOwUmzO� Foz I a 'Z—t M �O 0 d W— x wxOZw —p L8 0 ri J W� Z y M W J O O U' 3 J iS W W V. (A�{ t00 W t�-t Q "" Q > c') U wa w0 > rnoww�N riZcxi ��o� [LH w > _, w rr �cn a�O�l OOJO�c��a zy�� 0 -J 00 O cl Q ID. �wUvp �� ..xXzzzwZF= o a� E� x Z (� �W��O FNQ VH W U tp L�1FF W trz W to LO page cnQzoQ xU��__a � J co W Otn tnm WIa:-j 3HO Ma33a w3 Q 0 w O >± Q = = O O (n NM4 4LCS t0 Q C'l O 2 O U O z Q NLij ONIN3d0 m m z 3Wb'ild m m (n o J N z i Q O U 03n83s38 siHsia -nv / Q .„ OZOZ o MOIN dOO w Q W of of p H W z w(no r pIr o ww U d �� Up ZwJ \ \ <� V) Wp OWa �a� 3 w Q� OVo +I +I CO SwaZ Y Y oa LnLLJ pU II II aog w JOp a� 3w Vi O OJ OJ w J W W.W.li O O f/1Ow a� J= V h �_\ Y OH HO —O W m I `} C.I / N aoz 0 U p� w a Z N Ii Z w O m ZQ N o O Z V pV� N�Q�Z �eO C) W U — ^�JW aV a. 0 Z Now =wa U 0 00� O X!; J o e a Z 3 IQ LL 00 wwY W ZwOJ QUO CY \/ S2 0Fo a >W off= M to ? ' ) v�l w ��z. W W Z Wo n0 ^O Sa cWQ� b 3 < pp4r ww �Ww Op rc¢h K 5 0 Q 0 V)N — tDaJ yZy�tl-ia 3mbo MHm � O �osg a).w 0 LL 2mm ZN�W o�aW� 3N 3o &� W W N N O ai U ~ Q 0 m zaW O 0 Z O W 1.2.a 3 4 6 13 14 2 Q 8 9 ° 10 a d a. 1 11 - FROM PVC PVC TO DISTRIBUTION TRANSMISSION SLEEVE 12 5 SLEEVE SYSTEM 0 MAIN a 9 • •' • •. • CL •. ° • ° • 0 12"x12"x12" SUMP 49 ELEVATION SECTION 1. 3" STAINLESS STEEL, SCHEDULE 80 WELDED 2. 3" WELDED CLASS 250 FLANGE 3. 3" GATE VALVE, 250 PSI 4. 3" BLIND FLANGE, CLASS 250, TAPPED FOR 2" PIPE 0 5. 2" MNPT STAINLESS STEEL SHORT NIPPLE, SCHEDULE 80 6. 2" BLIND FLANGE, CLASS 250, TAPPED FOR 2" PIPE. CL FLANGE TO BE FORD CF-31—77—NL BRASS, NO LEAD. CL 7. 2" STAINLESS STEEL FLANGED CLA—VALVES 8. 2" FLANGED WATER METER (SUPPLIED BY FKAA) 9. 3" GATE VALVE, 150 PSI 10. 3" STAINLESS STEEL, SCHEDULE 80 NIPPLE 11. 3" M.J.C.I. TRANSITION SLEEVE, AS REQUIRED cn 12. DISTANCE BETWEEN GATE VALVE FLANGES SHALL BE 58" cl cn 13. 3" BLIND FLANGE, CLASS 125, TAPPED FOR 2" PIPE cl 14. 3" WELDED CLASS 125 FLANGE REFER TO STANDARD DETAIL DRAWING No. 26 FOR VAULT CONSTRUCTION. SCALE N.T.S. STANDARD DETAIL DATE 03/96 2" T10 - TRANSMISSION MASTER METER PIPING DRAWING NO. 7 REVISED 2/ 03/19 U FLORIDA KEYS AQUEDUCT AUTHORITY KEY WEST, FLORIDA Packet Pg. 2640 jol slesodOAd jol 4senbeas'}P n 04 f noadd ) s u9wgo -m CZ-CZ-Z s uej a' :4u8wW R to N N rn Jo 0 d W �w 0 z J4 z LPL w O z o per. 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