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2. 05/16/2018 to 04/30/2021OUR o r s couRre Kevin Madok, cPA W A� I l k Clerk of the Circuit Court & Comptroller — Monroe County, Florida X11 D OE coon DATE: May 31, 2018 TO: James Callahan, Emergency Services ATTN: Debbie Lofberg, Executive Assistant FROM: Sally M. Abrams, D.C. SUBJECT: May 16 BOCC Meeting - Approved Agenda Item Attached is an electronic copy of the executed agenda item listed below for your handling, (with hard copy to follow, if provided). C4 - Board granted approval to award bid and authorized execution of an Agreement between Monroe County Board of County Commissioners and 3rd Generation Plumbing, Inc., for the installation of fire hydrants in unincorporated Monroe County. Please contact me at extension 3550 with any questions. cc: County Attorney Finance File KEY WEST 500 Whitehead Street Key West, Florida 33040 305 - 294 -4641 MARATHON 3117 Overseas Highway Marathon, Florida 33050 305 - 289 -6027 PLANTATION KEY 88820 Overseas Highway Plantation Key, Florida 33070 305 - 852 -7145 PK/ROTH BUILDING 50 High Point Road Plantation Key, Florida 33070 305 - 852 -7145 F CONTRACT BETWEEN THE BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA AND 3rd GENERATION PLUMBING, INC. FOR INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY THIS CONTRACT, hereinafter "CONTRACT OR AGREEMENT" made and entered into this 10 day of May, 2018 by and between Board of County Commissioners of Monroe County, Florida, hereinafter referred to as "COUNTY", and 3r Generation Plumbing, Inc., hereinafter referred to as "CONTRACTOR ". WITNESSETH: WHEREAS, the COUNTY advertised a notice of request for proposals for INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY; and WHEREAS, the successful Respondent was Yd Generation Plumbing, Inc., and; WHEREAS, this CONTRACTOR represents that it is capable and prepared to provide such services, and; WHEREAS, the COUNTY intends to enter into an agreement for the INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY with the CONTRACTOR and; WHEREAS, this contract is an "Agreement" between both parties, NOW, THEREFORE, in consideration of the promises contained herein, the parties agree as follows: 1. CONTRACT DOCUMENTS — This contract consists of the Agreement, the CONTRACTOR'S response to the RFP, the documents referred to in the Agreement as a part of this Agreement and Y Generation Plumbing. In the event of any conflict between any of the contract documents, the one imposing the greater burden on the CONTRACTOR will control. 2. CONTRACT PERIOD AND RENEWAL - The effective date of this Agreement shall be May 16, 2018 through April 30, 2021. 3. CONTRACT TERMINATION - This Agreement may be terminated for any reason by either party upon 30 -day written notice without cause. If the CONTRACTOR fails to fulfill the terms of this Agreement, or attachments, properly or on time, or otherwise violates the provisions of the agreement or of applicable laws or regulations governing the use of funds, the County may terminate the contract by written notice. The notice shall specify cause. All finished or unfinished supplies or services shall, at the option of the County, become property of the County. The County shall pay the CONTRACTOR fair and equitable compensation for expenses incurred prior to termination of the agreement, less any amount or damages caused by the CONTRACTOR'S breach. If the damages are more than compensation payable, the CONTRACTOR will remain liable after termination and the County shall pursue collection for damages. 4. SUBJECT MATTER OF CONTRACT — This contract is for the installation of Fire Hydrants in unincorporated Monroe County in the following areas: a. Lower Keys: From Mile Marker 40 (Seven Mile Bridge) west. b. Upper Keys: From Mile Marker 47 (Seven Mile Bridge) East to the Monroe -Dade County line, including Ocean Reef. 5. QUALIFICATION OF THE CONTRACTOR: a. The CONTRACTOR performing installation, maintenance, repairs, adjustments and related work shall be properly certified and/or licensed by the State of Florida and the County of Monroe for the work to be performed. b. Personnel performing work who are not certified or experienced in such work shall be directly supervised (in person) by an individual with such certification. C. The CONTRACTOR performing installation, maintenance, repairs, adjustments and related work shall be properly certified and/or licensed by the State of Florida and the County of Monroe for the work to be performed 6. SERVICES TO BE PERFORMED BY CONTRACTOR: a. The CONTRACTOR shall be responsible for obtaining all necessary permits and approvals for the installation of the hydrants, including permits from the FKAA, Monroe County Growth Management (Building Department), and FDOT. b. The CONTRACTOR shall begin the permitting phase for each requested hydrant within 30 days of notification by the Monroe County Fire Marshal of the PA location(s) of the hydrant(s). The hydrant(s) shall be installed within 45 days after the issuance of the last required permit (such date shall be transmitted in writing to the Fire Marshal's Office). C. The CONTRACTOR shall ensure that all installations, maintenance and repairs are performed in a timely manner in accordance with operational needs. d. The CONTRACTOR shall describe the approach and methodology he /she will take to accomplish the services defined herein. This shall include information on time for installation, schedule and availability, staffing, whether sub - contractors are used, whether the CONTRACTOR owns the equipment used, and any other relevant information explaining how the delivery of the product and the provisions of services is accomplished. e. The CONTRACTOR shall conform to the standards set forth by the Florida Keys Aqueduct Authority's (FKAA) Minimum Construction Standards and Specifications and in effect at the time of installation when connecting to an FKAA water source. Respondent is advised that these standards may be amended from time to time by the FKAA, and if they are updated within the contract period, the Respondent shall be responsible for adherence to the new standards, at no additional cost Monroe County. The current standards are attached and also available at fkaa.com. f. The CONTRACTOR shall be responsible for performing the installation of fire hydrants. g. The CONTRACTOR shall, within 30 days after completion of the fire hydrant installation, a computerized report will be forwarded to Monroe County Fire Rescue indicating the status of the hydrant and GPS coordinates. This will be done for every hydrant when completed. This report must be emailed to the Deputy Fire Marshal. The form shall be in Microsoft Excel format. h. Notwithstanding any minimum insurance requirements prescribed elsewhere in this agreement, Contractor shall defend, indemnify and hold the COUNTY and the COUNTY's 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 of its employees, agents, contractors or other invitees during the term of this Agreement, (B) the negligence 3 or willful misconduct 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 COUNTY or any of its employees, agents, contractors or invitees (other than Contractor). 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. i. The CONTRACTOR shall supply all materials and labor for the installation of specified fire hydrants including but not limited to: the hydrant itself (labor, pipes, joints, bolts, valves, taps, thrust blocks, restraining clamps, backfill material, excavation, asphalt, temporary paving, repair of pavement removed as a result of installation, tools, cutting, barricades, traffic and warning devices and any and all required permits. The contractor is responsible for absorbing any increase in material costs throughout the term of the contract. 7. RATES -The following rates shall be per hydrant installation with no travel time or mileage charged. Lower Keys $10,200 per hydrant Upper Keys $11,200 per hydrant 8. INSURANCE - During the term of this contract, the CONTRACTOR must keep in force and effect the insurance required by Attachment G. Attachment G is attached and incorporated into this contract. 9. ADDITIONAL REQUIRED STATEMENTS/VERIFICATIONS /AFFIDAVITS. Attached hereto in Attachments B, C, D, E and F are Non - Collusion Affidavit, Public Entity Crime Statement, Drug -Free Workplace Form, Conflict of Interest Clause, and Indemnification to Hold Harmless. 10. PAYMENTS — The COUNTY shall pay CONTRACTOR within 30 days of the completion of the rendered services on each hydrant and after proper invoicing by the CONTRACTOR. All navments will be made in accordance with the Florida Local Government Prompt Payment Act. 11. STANDARD OF CARE — CONTRACTOR shall exercise the same degree of care, skill, and diligence in the performance of Services as is ordinarily provided by a 4 professional CONTRACTOR, offering services for local governments in South Florida, under similar circumstances and CONTRACTOR shall, at no additional cost to the COUNTY, re- perform services which fail to satisfy the foregoing standard of care. 12. Monroe County's performance and obligation to pay under this contract is contingent upon an annual appropriation by the Board of County Commissioners of Monroe County, Florida. 13. Governing Law, Venue, Interpretation: This Agreement 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 COUNTY and CONTRACTOR agree that venue will lie in the appropriate court or before the appropriate administrative body in Monroe County, Florida. The COUNTY and CONTRACTOR agree that, in the event of conflicting interpretations of the terms or a term of this Agreement by or between any of them the issue shall be submitted to mediation prior to the institution of any other administrative or legal proceeding. This Agreement is not subject to arbitration. 14. CONTRACTOR shall maintain all books, records, and documents directly pertinent to performance under this Agreement in accordance with generally 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 the term of the Agreement and for four years following the termination of this Agreement. If an auditor employed by the County or Clerk determines that monies paid to CONTRACTOR pursuant to this Agreement were spent for purposes not authorized by this Agreement, the CONTRACTOR shall repay the monies together with interest calculated pursuant to Sec. 55.03, FS, running from the date the monies were paid to CONTRACTOR. 15. If any term, covenant, condition or provision of this Agreement (or the application thereof to any circumstance or person) shall be 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 �1 of the original intent of this Agreement. The COUNTY 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. 16. The COUNTY and CONTRACTOR agree that in the event 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, court costs, investigative, and out -of- pocket expenses, as an award against the non - prevailing party, and shall include attorney's fees, courts costs, investigative, and out -of- pocket expenses in appellate proceedings. Mediation proceedings initiated and conducted pursuant to this Agreement shall be in accordance with the Florida Rules of Civil Procedure and usual and customary procedures required by the circuit court of Monroe County. 17. 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. 18. Each party represents and warrants to the other that the execution, delivery and performance of this Agreement have been duly authorized by all necessary COUNTY and corporate action, as required by law. 19. COUNTY and CONTRACTOR agree that all disputes and disagreements shall be attempted to be resolved by meet and confer sessions between representatives of each of the parties. If no resolution can be agreed upon within 30 days after the first meet and confer session, the issue or issues shall be discussed at a public meeting of the Board of County Commissioners. 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. 20. In the event any administrative or legal proceeding is instituted against either party relating to the formation, execution, performance, or breach of this Agreement, COUNTY and CONTRACTOR agree to participate, to the extent required by the other party, in all proceedings, hearings, processes, meetings, and other activities related to the substance of this Agreement or provision of the services under this Agreement. COUNTY and CONTRACTOR specifically agree that no party to this Agreement shall be required to enter into any arbitration proceedings related to this Agreement. 21. COUNTY 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 6 order. CONTRACTOR agrees 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 discrimination on the basis of race, color or national origin; 2) Title IX of the Education Amendment of 1972, as amended (20 USC ss. 1681 -1683, and 1685- 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 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 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, 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 amended from time to time, relating to nondiscrimination on the basis of disability; 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. 22. COUNTY 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. 23. Public Records Compliance. 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. 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 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. The CONTRACTOR is encouraged to consult with its advisors about Florida Public Records Law in order to comply with this provision. 7 Pursuant to F.S. 119.0701 and the terms and conditions of this contract, the CONTRACTOR is required to: (1) Keep and maintain public records that would be required by the COUNTY to perform the service. (2) Upon receipt from the COUNTY'S custodian of records, provide the COUNTY 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 otherwise provided by law. (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 for the duration of the contract term and following completion of the contract if the CONTRACTOR does not transfer the records to the COUNTY. (4) Upon completion of the contract, transfer, at no cost, to the COUNTY all public records in possession of the CONTRACTOR or keep and maintain public records that would be required by the COUNTY to perform the service. If the CONTRACTOR transfers all public records to the COUNTY upon completion of the contract, the CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the CONTRACTOR keeps and maintains public records upon completion of the contract, the CONTRACTOR shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the COUNTY, upon request from the COUNTY'S custodian of records, in a format that is compatible with the information technology systems of the COUNTY. (5) A request to inspect or copy public records relating to a COUNTY contract must be made directly to the COUNTY, but if the COUNTY does not possess the requested records, the COUNTY shall immediately notify the CONTRACTOR of the request, and the CONTRACTOR must provide the records to the COUNTY or allow the records to be inspected or copied within a reasonable time. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS, BRIAN BRADLEY, AT (305) 292 -3470. 24. Notwithstanding the provisions of Sec. 768.28, Florida Statutes, the participation of the COUNTY and the CONTRACTOR in this Agreement and the acquisition of any commercial liability insurance coverage, self - insurance coverage, or local government liability insurance pool coverage shall not be deemed a waiver of immunity to the extent of liability coverage, nor shall any contract entered into by the COUNTY be required to contain any provision for waiver. 25. All of the privileges and immunities from liability, exemptions from laws, ordinances, and rules and pensions 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 COUNTY, when performing their respective functions under this Agreement within the territorial limits of the COUNTY shall apply to the same degree and 8 extent to the performance of such functions and duties of such officers, agents, volunteers, or employees outside the territorial limits of the COUNTY. 26. 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, 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 COUNTY, except to the extent permitted by the Florida constitution, state statute, and case law. 27. 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 COUNTY and the CONTRACTOR agree that neither the COUNTY nor the CONTRACTOR or any agent, 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 separate and apart, inferior to, or superior to the community in general or for the purposes contemplated in this Agreement. 28. 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. 29. No covenant or agreement contained herein shall be deemed to be a covenant or agreement of any member, officer, 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 personally on this Agreement or be subject to any personal liability or accountability by reason of the execution of this Agreement. 30. This Agreement may be executed in any number of counterparts, each of which shall be regarded as an original, all of which taken together shall constitute one and the same instrument and any of the parties hereto may execute this Agreement by singing any such counterpart. 31. This agreement has been carefully reviewed by CONTRACTOR and the COUNTY, therefore this agreement is not to be construed against either party on the basis of authorship. 9 IN WITNESS WHEREOF, each party hereto has caused this contract to be executed by its duly authorized representative. WITNESS: `'7 tt_• C= N J O .. V F V Up is. M �cu BOARD OF COUNTY COMMISSIONERS of MONROE COUNTY, FL Mayor /Chairman 0 Name and Address of Respondent J/1fi•Ps N. ?V] Rs sARo 2es c�B �� � oti 3��0 seh• /Iwy v:Y�, Aut ed Represent a Signature Wi ess si ature IN SECTION FOUR: FORMS ❑ Attachment A: Submission Response Form ❑ Attachment B: Non - Collusion Affidavit ❑ Attachment C: Public Entity Crime Statement ❑ Attachment D: Drug -Free Workplace Form ❑ Attachment E: Lobbying and Conflict of Interest Clause ❑ Attachment F: Indemnification and Hold Harmless Form ❑ Attachment G: Insurance Requirements (5 Pages) ❑ Attachment H: Local Preference Form ❑ Attachment 1: Florida Keys Aqueduct Authority Minimum Design and Construction Standards Document ATTACHMENT A SUBMISSION PROPOSAL RESPONSE FORM Installation of Fire Hydrants in Monroe County Respondent's Name and Mailing Address: 3RD GENERATION PLUMBING, INC. 3980 OVERSEAS HIGHWAY, SUITE 101 MARATHON, FLORIDA 33050 Telephone and Fax Numbers: 305- 743 -4245 OFF / 305- 743 -4299 FAX All amounts must be written AND in number format. In case of a conflict between the amount in words and the amount in numbers, the amount in words shall control. Cost per hydrant: Lower Keys $ 10,200.00 Upper Keys $ 11,200.00 a. Lower Keys: From Mile Marker 40 (Seven Mile Bridge) west. b. Upper Keys: From Mile Marker 47 (Seven Mile Bridge) East to the Monroe - Dade County line, including Ocean Reef. I have included: ❑ Attachment A: Submission Response Form ❑ Attachment B: Non - Collusion Affidavit � C;DE'(LECf� 1�1 ❑ Attachment C: Anti -Kick Back Affidavit ❑ Attachment D: Conflict of Interest Form ❑ Attachment E: Copy of appropriate State of Florida Business License ❑ Attachment F: Contractor's Qualifications Statement, which must provide list of personnel, by name and title, contemplated to perform the work, including subcontractors. ❑ Attachment G: List of equipment and facilities available to do the work required ❑ Attachment H: Copy of licenses for personnel certified to perform Advanced Maintenance of Traffic Operations or statement that a licensed individual shall be employed by Bidder if Bidder is awarded Contract. Employees must be certified under Part VI of the MUTCD, tort law, the FL RTDS 600 Series Index. ❑ Attachment I: Contractor's General Operations Plan for execution of hydrant installation. The plan shall identify Contractor's Representative. ❑ Attachment J: Letter Regarding Experience ❑ Attachment K: Signed Trench Safety Act Form ❑ Attachment L: O.S.H.A. Standards Acknowledgement Form, 00303 ❑ Attachment M: Evidence of Insurability or Copy of Certificates of Insurance naming Monroe County Board of County Commissioners as additional insured. ❑ Attachment N: Indemnification and Hold Harmless ❑ Attachment O: Public Entity Crime Statement ❑ Attachment P: Drug Free Workplace Form ❑ Attachment Q: Lobbying & Conflict of Interest Clause — (Ethics Clause) ❑ Attachment R: Local Preference Form (if applicable) 27 ❑ Attachment S: Florida Keys Aqueduct Authority Construction Standards Document (Check mark items above, as a reminder that they are included). I state that I am authorized to submit this proposal. STATE OF FLORIDA Signature of Respondent) COUNTY OF MONROE 03/12/2018 Date PERSONALLY APPEARED BEFORE ME, the undersigned authority, JAMES N MASSARO who, after first being sworn by me, (name of individual signing) affixed his /her signature in the space provided above on this 12TH day of MARCH , 20 18 My commission expires: NOTARY PUBLIC 28 ADDENDUM NO. 1 February 20, 2018 NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY RFP- 166- 0- 2018/la BOARD OF MONROE COUNTY COMMISSIONERS Mayor David Rice, District 4 Mayor Pro Tern Sylvia Murphy, District 5 Commissioner Danny Kolhage, District 1 Commissioner George Neugent, District 2 Commissioner Heather Carruthers, District 3 COUNTY ADMINISTRATOR CLERK OF THE CIRCUIT COURT Roman Gastesi Kevin Madok MONROE COUNTY FIRE CHIEF James Callahan December 2017 Prepared by Monroe County Emergency Services Page 1 of 3 ADDENDUM NO. 1 February 20, 2018 NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY RFP- 166- 0- 2018/la The information contained in this Addendum modifies, supplements or replaces information contained in the Bid Solicitation and is hereby made a part of the Contract Documents. Pursuant to the terms of the Request for Competitive Solicitations for Installation of Fire Hydrants in Monroe County, the County is issuing the following response to the request(s) for information/question(s) received. The request will be restated verbatim followed by the County's response. The following request/ question was received by the County on February 16 2018: Request 1 - The attachments listed on page 10 don't quite match up with the attachments listed proposal form "Attachment A." In the same vein, the list of attachments on Attachment A (page 27) do not correspond to the attachments below that. For example, Attachment C should be the Anti -Kick Back Affidavit but is actually the Public Entity Crime Statement and Attachment D is listed as Conflict of Interest Form but is actually the Drug -Free Workplace Form. There are several more mislabeled like this. A few other attachments in the checklist do not appear to be included anywhere in the RFP, such as Attachment K "Signed Trench Safety Act Form" and Attachment L "O.S.H.A. Standards Acknowledge Form ". COUNTY'S RESPONSE: Pate 5 of the RFP, Section 1.04 "Disqualification of Respondent (Section 4 contains these forms), has been updated to correct the listed attachments as follows: A. Submission Proposal Response Form B. Non - Collusion Affidavit C. Public Entity Crime Statement D. Drug -Free Workplace Form E. Lobbying and Conflict of Interest Clause F. Indemnification and Hold Harmless Form G. Insurance Requirements (5 Pages) H. Local Preference Form I. Florida Keys Aquaduct Authority Minimum Design and Construction Standards and Specifications Page 10 of the RFP, "Forms ", has been updated to correct the listed attachments as follows: A. Submission Proposal Response Form B. Non - Collusion Affidavit C. Public Entity Crime Statement Page 2 of 3 D. Drug -Free Workplace Form E. Lobbying and Conflict of Interest Clause F. Indemnification and Hold Harmless Form G. Insurance Requirements (5 Pages) H. Local Preference Form I. Florida Keys Aquaduct Authority Minimum Design and Construction Standards and Specifications Page 25 of the RFP "SECTION FOUR: FORMS" has been updated to correct the listed attachments as follows: A. Submission Proposal Response Form B. Non - Collusion Affidavit C. Public Entity Crime Statement D. Drug -Free Workplace Form E. Lobbying and Conflict of Interest Clause F. Indemnification and Hold Harmless Form G. Insurance Requirements (5 Pages) H. Local Preference Form I. Florida Keys Aquaduct Authority Minimum Design and Construction Standards and Specifications Page 27 of the RFP "ATTACHMENT A" has been updated to correct the listed attachments as follows: A. Submission Proposal Response Form B. Non - Collusion Affidavit C. Public Entity Crime Statement D. Drug -Free Workplace Form E. Lobbying and Conflict of Interest Clause F. Indemnification and Hold Harmless Form G. Insurance Requirements (5 Pages) H. Local Preference Form I. Florida Keys Aquaduct Authority Minimum Design and Construction Standards and Specifications Page 3 of 3 ATTACHMENT B NON- COLLUSION AFFIDAVIT 1, JAMES N MASSARO , of the city of MARATHON, FLORIDA 33050 according to law on my oath, and under penalty of perjury, depose and say that; 1) 1 am JAMES N MASSARO , the respondent making the Proposal for the project described as follows: INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY. FLORIDA 2) 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 respondent or with any competitor; 3) Unless otherwise required by law, the prices which have been quoted in this proposal have not been knowingly disclosed by the respondent and will not knowingly be disclosed by the respondent prior to proposal opening, directly or indirectly, to any other respondent or to any competitor; and 4) No attempt has been made or will be made by the respondent to induce any other person, partnership or corporation to submit, or not to submit, a proposal for the purpose of restricting competition; and 5) The statements contained in this affidavit are true and correct, and made with full knowledge that Monroe County relies upon the truth of the statements contained in this affidavit in awarding contracts for said project. STATE OF FLORIDA COUNTY OF MONROE (Si K of Respondent) 03/12/2018 Date PERSONALLY APPEARED BEFORE ME, the undersigned authority, JAMES N MASSARO who, after first being sworn by me, (name of individual signing) affixed his/her signature in the space provided above on this 12TH day of MARCH , 20 18 My mission expires: =o 0y ^ us 4r Notary Public State of Florida NO Y PUBLIC .leanette Gierula M a My Commission FF 914289 ' ? Expires 08 /31/2019 OMB - CP FORM #1 ♦a� 049 Attachment C 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 proposal on a contract to provide any 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 a bidder, supplier, subbidder, or RESPONDENT 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." By executing this form, I acknowledge that I /my company is in compliance with the above. STATE OF FLORIDA COUNTY OF MONROE Date PERSONALLY APPEARED BEFORE ME, the undersigned authority, JAMES N MASSARO who, after first being sworn by me, (name of individual signing) affixed his/her signature in the space provided above on this 19TH -I day of MARCH 9 20 18 y mmtssion expires: ARY PUBLIC tgnature of Respondent) 03/12/2018 6t0Zlt6 /90Sajidx3 o v4o 66Ld16 �� uoisenutuo� tyy P� ° L� elnaal� a»auoa� �` ePUOl310 9 1DIS o!14ad tiaZON �a xydti 30 �"Ay °% N / Notary Public State of Florida Jeanette Gierula My Commission g or FF 914289 coo Expires 08/31/2019 Attachment D DRUG -FREE WORKPLACE FORM The undersigned Respondent in accordance with Florida Statute 287.087 hereby certifies that: 3RD GENERATION PLUMBING, INC. (Name of Business) 1. Publishes a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Informs employees about the dangers of drug abuse in the workplace, the business's policy of maintaining a drug -free workplace, any available drug counseling, rehabilitation, and employee assistance programs, and the penalties that may be imposed upon employees for drug abuse violations. 3. Gives each employee engaged in providing the commodities or contractual services that are under proposal a copy of the statement specified in subsection (1). 4. In the statement specified in subsection (1), notifies the employees that, as a condition of working on the commodities or contractual services that are under proposal, the employee will abide by the terms of the statement and will notify the employer of any conviction of, or plea of guilty or nolo contendere to, any violation of Chapter 893 (Florida Statutes) or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 5. Imposes a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, or any employee who is so convicted. 6. Makes a good faith effort to continue to maintain a drug -free workplace through implementation of this section. As the person authorized to sign the statement, I certify that this firm complies fully with the above requirements. � Respondents Signature MARCH 12TH, 2018 Date OMB — MCP FORM #5 31 Attachment E LOBBYING AND CONFLICT OF INTEREST CLAUSE SWORN STATEMENT UNDER ORDINANCE NO. 10 -1990 MONROE COUNTY, FLORIDA ETHICS CLAUSE JA MES N MASSARO /3RD GENERATION PLUMBING INC. warrants that he /it has not employed, retained or otherwise had act on his /its behalf any former County officer or employee in violation of Section 2 of Ordinance No. 10 -1990 or any County officer or employee in violation of Section 3 of Ordinance No. 10 -1990. For breach or violation of this provision the County may, in its discretion, terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or otherwise recover, the full amount of any fee, commission, percentage, gift, or consideration paid to the former County officer or employee. 1!� #/,.. (Signature) Date: 03/12/2018 STATE OF FLORIDA COUNTY OF MONROE PERSONALLY APPEARED BEFORE ME, the undersigned authority, JAMES N MASSARO his /her who, after first being sworn by me, affixed signature (name of individual signing) in the space provided above on this 12TH day of MARCH 20 18 ,otary Public State o f Florida NOTARY PUBLIC eanette m Gierula My Cort ission FF 914289 Expires 06/3112019 My commission expires: '"� OMB - MCP FORM #4 32 Attachment F MONROE COUNTY, FLORIDA RISK MANAGEMENT POLICY AND PROCEDURES CONTRACT ADMINISTRATION MANUAL Indemnification and Hold Harmless for Other Bidders and Subbidders The Bidder 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 other losses, damages, and expenses (including attorney's fees) which arise out of, in connection with, or by reason of services provided by the Bidder or any of its Subbidder(s) in any tier, occasioned by the negligence, errors, or other wrongful act or omission of The Bidder 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 Bidder's failure to purchase or maintain the required insurance, the Respondent 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 Respondent is for the indemnification provided for above. The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements contained elsewhere within this agreement. Re5ondent's Signature 03/12/2018 Date TCS 33 Attachment G (1 of 5) INSURANCE REQUIREMENTS FOR CONTRACT INSTALLATION OF HYDRANTS IN MONROE COUNTY, FL BETWEEN MONROE COUNTY, FLORIDA AND 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: • Premises Operations • Products and Completed Operations • Blanket Contractual Liability • Personal Injury Liability • Expanded Definition of Property Damage The minimum limits acceptable shall be: $500,000 Combined Single Limit (CSL) If split limits are provided, the minimum limits acceptable shall be: $250,000 per Person $500,000 per Occurrence $ 50,000 Property Damage An Occurrence Form policy is preferred. If coverage is provided on a Claims Made policy, its provisions 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. The Monroe County Board of County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. GL2 34 Attachment G (2 of 5) GENERAL LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY, FL BETWEEN MONROE COUNTY, FLORIDA AND Recognizing that the work governed by this contract involves 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, collapse, and underground) exposures with limits of liability equal to those of the General Liability Insurance policy. GLXCU 35 Attachment G (3 of 5) VEHICLE LIABILITY INSURANCE REQUIREMENTS FOR CONTRACT INSTALLATION OF HYDRANTS IN MONROE COUNTY, FL BETWEEN MONROE COUNTY, FLORIDA AND 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: • Owned, Non - Owned, and Hired Vehicles The minimum limits acceptable shall be: $300,000 Combined Single Limit (CSL) If split limits are provided, the minimum limits acceptable shall be: $100,000 per Person $300,000 per Occurrence $ 50,000 Property Damage The Monroe County Board of County Commissioners shall be named as Additional Insured on all policies issued to satisfy the above requirements. VL2 36 Attachment G (4 of 5) WORKERS' COMPENSATION INSURANCE REQUIREMENTS FOR CONTRACT INSTALLATION OF HYDRANTS IN MONROE COUNTY, FL BETWEEN MONROE COUNTY, FLORIDA AND 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. In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not less than: $500,000 Bodily Injury by Accident $500,000 Bodily Injury by Disease, policy limits $500,000 Bodily Injury by Disease, each employee Coverage shall be maintained throughout the entire term of the contract. Coverage shall be provided by a company or companies authorized to transact business in the state of Florida. If the Contractor has been approved by the Florida's Department of 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 Insurance, providing details on the Contractor's Excess Insurance Program. 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. WC2 37 Attachment G (5 of 5) MONROE COUNTY, FLORIDA Request For Waiver of 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. Contractor: Contract for: Address of Contractor: Phone: Scope of Work: Reason for Waiver: Policies Waiver will apply to: Signature of Contractor: Approved Not Approved Risk Management Date County Administrator appeal: Approved: Not Approved: Date: Board of County Commissioners appeal: Approved: Not Approved: Meeting Date: 38 CERTIFICATE OF LIABILITY INSURANCE I DATE(MWDDIYYYY) 033112018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATNE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lie of such endorsement(s). PRODUCER CONT JUUEM. CLEMENTS HERITAGE INSURANCE SERVICES LLC PO BOX 1508 PHONE F AX 941772311440 PALMETTO, FL 34220 E AD D DRESS: certificates@leritagellacan _ INSURER(S) AFFORdNG COVERA NAIC x INSURER A-. MMM1nierTri pay - - tyCan - -- - 28743 INSURED 3RD GENERATION PLUMBING INC INSURER 0: Travelers PrgwVCasualtyCorrperlyofAmmica 25674 OVERSEASHIGHW4Y MA RATHON, FL 33050 INSURER C: Allialz Global & CarparateSpecialty A(298 MA INSURER D : IN SURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: REVISInN NIIMRFR• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLI MM POLICY EXP D/YYVY LIMITS A COMMERCIAL GENERAL LIABLrTY CLAIMS -MADE N� OCCUR Y BDG0080104 -005 0221/2018 1/2019 EACH OCCURRENCE $ 1,000,(0( PREMISES Ea oaaarence $ 100,000 MED EXP (Arty one person) $ U00 PERSONAL & ADV INJURY $ 1,000,00[ GENL AGGREGATE LIMIT APPLES PER POLICY E PECT F LOC GENERAL AGGREGATE $ 2,000 PRODUCTS- COMPIOPAGG i 2 $ OTHER: B AUTOMOBILE LIABILITY ANY AUTO Y BA-3B0701 76- 1 8-SEL =I/M18 O =Mg COMBINED SINGLE UMrr Me amderrt) - -- _— BODILY INJURY (Per person) y 1,0 MA S - -- AUTOS ONLY SCHEDULED BODILY INJURY Per acrjdent ( ) E HIRED NON-OWNED AUTOS ONLY AUTOS ONLY , pNVEM RI N M PROPERTY DAMAGE p aid. $ $ UMBR IJIAB OCCUR BY EACH OCCURRENCE $ AGGREGATE E $ H EXCESS LIAR CLAIMS4AADE DED RETENTION $ 'C.J► i DATE _ WORKERS COMPENSATION LIABILITY AND EMPLOYERS' ABILITY YIN ANY PROPRIETOR /PARTNER /EXECUTNE OFFICER/MEMBER EXCLUDED? ❑ NIA OTH- STATUTE ER E.L. E.L. ACH ACCIDENT $ E.L DISEASE - EAEMPLOYEE S (Mandatory In NH) K es, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT S C COMMERCIAL INLAND MARINE MX193064762Y (2212018 0221/20'19 SCHEDULED EQUIP $73200 (EQUIPMENT) LEASED/RENTED $65000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space Is required) Certificate holder is included as an addtionlal insured far General Liafilitycmerage on a blwlet basis as reglired bywitten Contract (CG 2033 0413) and Auto Liability (CA FO 079 04CM• DESCRIPTION: INSTALLATION OF FIRE HYDRANTS IN MONROE COUNTY / RFP- 166- 0.20184a L,A11K.GLLA Monroe Carty Board of Cou tyCarmissioners 1100 Simonton Street KeyWest, FL 33040 SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORUED REPRESENTATIVE ©1988 -2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD ACOR" CERTIFICATE OF LIABILITY INSURANCE DATE(MM /DD/YYYY) lak.i 1 03/12/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NA Risk Mana gement D epartm ent Lockton Companies for PEMCO PNONE (888) 637 - 8949 x20834 tom, Not: (877) 637 - 8949 444 West 47th Street #900 E- MAIL - — Kansas City, MO 64112 ADDRESS: certs@progressiveemployer.com INSURER(S) AFFORDING COVERAGE NAIL # _ INSURER A: American Zurich Insurance Com 401 INSURED INSURER 8: Progressive Employer Management Company, Inc. Alt. Emp: 3rd Generation Plumbing, Inc. INSURER C : 6407 Parkland Dr INSURERD: Sarasota, FL 34243 – INSURER E COVERAGES CFRTIFICATF NIIMRFR•17F1 nR592221R a7GVtclntu NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN TYPE OF INSURANCE ADDL SUER POLICY NUMBER MIDD YYYY UMT3 COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fl OCCUR EACH OCCURRENCE DAMAGE TO RENTED PREMISES Ea oocurtence S $ MED EXP (Any one person) $ PERSONAL 8 ADV INJURY E GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ jE Q [:] LOC Y RI NAGEME111 GENERAL AGGREGATE PRODUCTS - COMProPAGG $ E OTHER: $ AUTOMOBILE LIABILITY I t3y U I M 4 EOMBIINEDSINGLE LIMIT $ BODILY INJURY (Per person) ANY AUTO 25— DATE — ER A $ BODILY INJURY (Per accident) OWNED SCHEDULED AUTOS ONLY AUTOS - - W w� $ PROPERTY DAMAGE Per accident HIRED NON -OWNED AUTOS ONLY AUTOS ONLY S – $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREG EXCESS LIAB CLAIMS -MADE S DED RETENTIONS S WORKERS COMPENSATION AND EMPLOYE RS' LIABILITY YIN ANYPROPRIETOR /PARTNER/EXECUTIVE A OFFICER/MEMBEREXCLUDED? N/A WC 01 -10- 484 -01 10/01/2017 10101/2018 PER X SEAT E ER E.L. EACH ACCIDENT $ 1, O E.L. DISEA - EA EM PLOYEO $ 1,000,000 (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1 , 000,000 'Location Coverage Period: 10/01/2017 10/01/2018 Clhmt# 565060 -FL DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Coverage is provided for 3rd Generation Plumbing. Inc. only those co- employees 3980 Overseas Hwy Ste 101 of, but not subcontractors Marathon, FL 33050 to: CERTIFICATE HOLDER Monroe County Board of County Commissioners SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 1100 Simonton Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Key West, FL 33040 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE j V, m �4, > © 1988 -2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and loclo are registered marks of ACORD Attachment H LOCAL PREFERENCE FORM A. Vendors claiming a local preference according to Ordinance 023 -2009 must complete this form. Name of Bidder/Responder JAMES N MASSARO Date: 03/12/2018 1. Does the vendor have a valid receipt for the business tax paid to the Monroe County Tax Collector dated at least one year prior to the notice or request for bid or proposal? yFG (Please furnish copy. ) 2. Does the vendor have a physical business address located within Monroe County from which the vendor operates or performs business on a day to day basis that is a substantial component of the goods or services being offered to Monroe County? YES List Address: 3980 OVERSEAS HIGHWAY, SUITE 101, MARATHON, FL 33050 Telephone Number: 305 - 743 -4245 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? N/A 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 year prior to the notice or request for bid or proposal. 2. Subcontractor Address within Monroe County from which the subcontractor operates: N/A Sig ure and Title of Authorized Signatory for Bi er /Responder STATE OF FLORIDA COUNTY OF MONROE Tel. Number Print Name. / / �(�C..� On this 12TH day of MARCH 20 before me, the undersigned notary public, personally appeared JAMES N MASSARO , _known to me o be the person whose name is subscribed above or who produced as 4en -ti cat and acknowledged that he /she is the person who executed the above Local Preference Form for the purposes therein contained. Nota P blic JEAN E GIERULA Print Name My commission expires: Z?I C Seal 39 01 'r •v Notary public State of Florida ? , Jeanette Gierula ��` My Commission FF 914289 'Dine" Expires 08 /31/2019 (Attachment I — 26 pages) FLORIDA KEYS AQUEDUCT AUTHORITY MINIMUM DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS ENGINEERING DEPARTMENT Revised: 12112/2012 FLORIDA KEYS AQUEDUCT AUTHORITY MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS TABLE OF CONTENTS I. FORMAT FOR WATER MAIN DRAWINGS 1 II. GENERAL DESIGN CRITERIA 5 III. FIRE FLOW SERVICE CONSIDERATIONS 9 IV. MATERIAL SPECIFICATIONS 10 V. WATER MAIN CONSTRUCTION PROCEDURES 17 VI. PRESSURE TESTING 23 VII. DISINFECTION 24 VIII. MATERIAL AND INSTALLATION STANDARDS 26 VIII. STANDARD DETAILS 28 FLORIDA KEYS AQUEDUCT AUTHORITY MINIMUM CONSTRUCTION STANDARDS AND SPECIFICATIONS I. FORMAT FOR WATER MAIN DRAWINGS A. All drawings shall be done on 24" x 36" or 11 "x 17" sheet with standard title block and border. Lettering shall be 1/8" or larger to permit photographic reduction. Line quality shall be uniform and heavy enough to permit legible copies to be made from original tracings. B. Drawings shall include: Cover sheet with location map, legend, sheet index, and general construction notes. 2. Plan views of proposed water mains. 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. 6. Minimum scale shall be 1:40; maximum shall be 1:20. 7. Digital Copy -Auto Cad 2007 or newer 8. Signed and Sealed by a Florida Licensed P.E. C. Location map shall show Key, mile marker and roads from U. S. 1 (reference DOT station #) leading to location of work at a scale appropriate to clearly indicate all such information. Legend shall include all symbols used on drawings. Sheet index shall reference all sheets included with plans by name and number. D. General construction notes shall be as follows: 1. The Contractor shall notify all utilities with facilities in proximity to the proposed water main 72 hours prior to starting work and shall coordinate his work with utility representatives. 2. The Contractor shall notify the FKAA Contract Office 72 hours prior to starting work so that inspection may be scheduled. Inspections will be made between 8:00 a.m. and 5:00 p.m. Monday through Friday excluding legal holidays. When inspections are required after 5:00 pm or on weekends and holidays the contractor shall reimburse FKAA for all costs incurred to perform the inspections. The FKAA observes the following holidays: New Years 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 otherwise directed by FKAA. 3. The Contractor shall be responsible for locating all the utilities in the proposed area of work prior to proceeding by calling Sunshine at 1- 800 - 432 -4770. All excavation work must comply with applicable State and Federal (OSHA) requirements, including the Florida Trench Safety Act. 4. The Contractor shall not interrupt water service to customers while making connection to existing water mains without the presence of a FKAA Representative. Such tie -ins shall be scheduled with the FKAA 48 hours in advance. The Contractor may be required in certain instances to schedule his tie -in work at off -peak hours. Shut -downs shall be kept to a maximum of 2 hours, unless previously approved by the FKAA, pending extenuating circumstances. 5. The Contractor shall utilize an approved reduced pressure zone backflow preventer, and meter all water taken from FKAA water mains for flushing, pigging, testing, and disinfection of mains. Meters must be obtained from FKAA. All water metered during construction, will be billed for construction. 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 FKAA Engineering Department. 8. Information shown on the drawings as to the location of existing utilities has been prepared from the most reliable data available to the Engineer. However, this information is not guaranteed and it shall be the responsibility of the contractor to determine the location, character and depth of any existing utilities, at no additional cost to the FKAA. Extreme caution shall be exercised to prevent damage to existing utilities. Repairs to existing utilities necessitated because of damage caused by contractor's activities shall be at the expense of the Contractor. Any actions by the Contractor necessitating repair to FKAA facilities will require that the Contractor notify the FKAA Maintenance Department immediately and adhere to FKAA main break procedures. Repairs to existing water lines will be made before construction continues. 9. No excavation shall be permitted in the area of the transmission pipeline without a FKAA representative at the site. Contractor must excavate by hand when within 24" of an existing utility. 10. Construction shall be performed in such a manner as to provide a minimum of inconvenience to the residents of the area. At no time shall 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. Contractor shall submit to the FKAA a 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 FKAA Engineering Department. Both the M.O.T. Plan and contact shall be updated as needed. For projects involving state roads, the M.O.T. must also be submitted to F.D.O.T. for approval. For projects not within FDOT right -of -way, MOT shall be in accordance with Part VI of the Manual of Uniform Traffic Control Devices (MUTCD), latest edition. Contractor shall assist in public notification efforts. 11. The Contractor shall not operate any water main valve or make a tap on any water main unless an FKAA representative is present. All existing system valves are to be operated by FKAA personnel only. Contractor must provide three (3) business days notification prior to scheduled shut downs. 12. Five (5) working days prior to the preconstruction meeting with the FKAA, the Contractor shall submit a project schedule to the FKAA Engineering Department in an approved format that details all construction activities throughout the term of the contract. This schedule shall indicate those activities considered to be on the critical path for satisfactory completion within the time limits of the contract. It will be submitted for approval to the FKAA, and must be approved, or revised and resubmitted in an acceptable form prior to commencement of any construction activity on the project. The FKAA shall require a resubmittal of this schedule if the Contractor falls more than 5% behind (dollar value of contract items versus contract time, excluding material advances), showing how the Contractor, at no further cost or expense to the FKAA will mitigate the delay and complete this project within the contract duration as specified. Deviation from the approved schedule will be by written permission of the FKAA. This schedule will be reflective of the 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 FKAA shall result in withholding of all progress payments until an acceptable schedule is delivered and approved by the FKAA. This will not preclude further construction activities on this project and does not constitute grounds for delay claims or time extensions to contract duration. No extension of contract time is allowed for submittal of schedule revisions. 13. The Contractor's Operation should be compliant with Florida Trench Safety Act. Submit applicable State Form. 14. The contractor is responsible for collecting GPS coordinates for all valves and appurtenances on required State Coordinate System - NAD_NAD_ 1983_HARN_StatePlane 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 segment, valves with type, size, turns to close, and fitting with type and sizes, Etc.) The vertical and horizontal precision should be within 1" and 1', respectively. E. Plan reviews shall be prepared in the following manner: Location of proposed water mains, valves, flush -outs, hydrants, and services shall be 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 proposed water mains shall be shown and referenced in a similar manner. Size and type of all existing water mains to be tapped and size, type and lengths of proposed water mains shall be indicated. The location and limits of all easements to be granted to the FKAA shall be indicated. Width of existing pavement, distance from right -of -way and right -of -way shall be indicated. Drawings shall indicate location, size, and type of all driveways to be crossed by the proposed water mains shall be indicated. Pavement cuts and paved driveway cuts shall be indicated. All water mains to be conveyed to the FKAA shall be indicated. The location and elevation of a 1929 NGVD Benchmark shall be indicated. Elevations of existing and proposed roads referenced to said benchmark shall be indicated when necessary to insure proper cover over water mains. Scale shall be appropriate for the level of detail on the drawing but in no case shall be smaller than one inch = forty feet and not larger than one inch = twenty feet. F. Profile views shall clearly indicate all utilities in areas of potential conflict of proposed water mains. Plan and profile sheet should be used to indicate both plan and profile when profile views are required. Elevations should be referenced to a 1929 NGVD Benchmark. Vertical scale shall be one inch = two feet or less. Horizontal scale shall be same as plan view. II. GENERAL DESIGN CRITERIA A. All water mains 4" through 12" shall be AWWA C -900 DR -18 PVC pipe. All larger water mains shall be cement lined, polyethylene wrapped ductile iron pipe. Ductile iron pipe shall also be used when extra strength is required, standard depth of cover cannot be realized, or in areas near abandoned or existing gas stations that may have introduced hydrocarbons into the subsurface (see paragraph II.D). All ductile iron fittings shall be polyethylene encased. B. Service lines shall be as follows: SIZES TO MAXIMUM NO. OF BE USED MATERIAL METERS SERVED 1 " BLUE CTS - POLYETHYLENE TUBING 2 EA 5/8 "x3 /4 "(SDR9) 4 or 1 EA I" 2 BLUE CTS - POLYETHYLENE TUBING 6 EA 5/8 "x3 /4 "(SDR9) or 4 EA I" or 1 EA 1.5 or 1 EA 2" 4" AWWA C -900 PVC PIPE (DR 18) 6 AWWA C -900 PVC PIPE (DR 18) 1 EA 3" METER or 1 EA 4" METER 1 EA 6" METER C. Minimum size of water mains shall be 4" unless otherwise approved by the FKAA Director of Engineering. D. 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. E. Water mains and service lines shall be installed in public right -of -way (R \W). When easements are necessary, permission must be obtained from the FKAA Engineering Department before incorporation into the design. Easement shall be a minimum of 20 feet wide. Any new easement must be dedicated and recorded using the form prepared by the FKAA prior to FKAA accepting the main. F. Minimum depth of cover shall be 36" under pavement, 30" cover under non - pavement within FDOT R/W and 30" outside FDOT R/W unless otherwise approved by the FKAA Engineering Department. Maximum depth of cover shall be 5 feet. G. Restrained joint pipe and fittings shall be used to mechanically restrain pipe against thrust forces at all bends and dead ends. The length of required restrained joint pipe shall be clearly indicated on the plans. H. Flush -out assemblies shall be installed on all dead end lines. Taps on end caps shall be eccentrically located at the bottom of the main. I. Valves shall be located at street intersections such that no more than three valves have to be operated to isolate a water main. J. Valves on long lines shall be spaced approximately 1000 feet apart and shall be located at a permanent point of reference (property line, etc.). E K. Water mains shall be laid with an approved detectable warning tape and 12 gage solid Copper tracer wire so its location can be determined at a later date with a metal detector (see Paragraph N.N.) (Research) L. Resilient seat gate valves shall be used with all water mains up through 16" diameter unless otherwise specified. M. Maximum deflection allowed at each straight push -on pipe joint shall be 3 degrees or in accordance with manufacturers specifications. N. Whenever a water main is to cross a secondary underground electric line, it shall cross with a minimum clearance of 6" and the electric line shall be encased in 6 -inch thick concrete mixed with red identifying pigment per NEC standards from 10 feet on either side of the water main. Crossings involving primary (high voltage) underground electric lines involve more stringent requirements and should be coordinated with the appropriate electric authority. O. Installation of water mains in proximity with sewer lines shall adhere to requirements outlined in FDEP Section 62- 555.314 (1), (2), (3), and (4). Parallel installation: Water mains shall be laid in accordance with FDEP F.A.C. Rule 62- 555.314 from any existing or proposed sewer. The distance shall be measured pipewall to pipewall. In cases where it is not practical to maintain a minimum separation, the FDEP may allow deviation on a case -by -case basis, if supported by data from the design engineer. Crossings: Water mains crossing sewer mains shall be laid in accordance with FDEP F.A.C. Rule 62- 555.314 from any existing or proposed sewer. This shall be the case where the water main is either above or below the sewer. At crossings, one full length of water pipe shall be located so both joints will be as far from the sewer as possible. Special structural support for the water and sewer pipes may be required. The Contractor is responsible to GPS all crossings with required coordinate plane, and must use compatible software to that of the FKAA's. (See Section I. D. 14.) Exception: The FKAA and FDEP must specifically approve any variance from the above requirements when it is impossible to obtain the specified 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. Force mains: Water mains shall be laid in accordance with FDEP F.A.C. Rule 62- 555.314 from any existing or proposed sewer force mains P. 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 or more meters are utilized to supply a premise, such meters shall be grouped and installed at a location designated by the Authority. Meters for adjacent properties shall be grouped, or paired, at a common property 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. The Contractor is responsible to GPS all water meters with required coordinate plane and distance from the property line, and must use compatible software to that of the FKAA's. (See Section I. D. 14.) Q. The Contractor shall maintain on a daily basis at the jobsite, and make available to the FKAA on request, one current record set of the 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 of the work, the Contractor shall give the FKAA one complete set of neatly marked up Record Drawings which shall consist of the following at a minimum: 1. Valves: Valves shall have measurements from the centerline of paralleling and closest 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. The Contractor is responsible to GPS all valves with required coordinate plane, and must use compatible software to that of the FKAA's. (See Section I. D. 14.) 2. Bends: Both horizontal and vertical bends shall have measurements from the centerline of paralleling and closest intersecting streets and property lines measurement to nearest valve. Degree of bend and method of restraint shall be indicated. The Contractor is responsible to GPS all bends, required coordinate plane, and must use compatible software to that of the FKAA's. (See Section I. D. 14.) 3. Fittings and Specials: Fittings shall have measurements from the centerline of paralleling and closest intersecting streets and property lines. Method of restraint and measurement to nearest valve shall be indicated. The Contractor is responsible to GPS all fittings with required coordinate plane, and must use compatible software to that of the FKAA's. (See Section I. D. 14.) 4. Flush -Out Assembly: Flush -outs shall have measurements from the centerline of paralleling and closest intersecting streets and property lines. Make and model shall be indicated measurement to nearest valve. The Contractor is responsible to GPS all flush outs, required coordinate plane, and must use compatible software to that of the FKAA's. (See Section I. D. 14.) 5. Connection to Existing Water Mains: 7 Connections shall have measurements from the centerline of paralleling and closest intersecting streets and property lines. Type of material of existing water main being connected to and the type of connection (i.e., tapping sleeve and valve, tee, etc.), shall be indicated. The Contractor is responsible to GPS all connections with required coordinate plane, and must use compatible software to that of the FKAA's. (See Section I. D. 14.) 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 connection (i.e., D, E, F, G, or H) from original design and locations of service shall be GPS located. The Contractor is responsible to GPS all service connections with required coordinate plane, and must use compatible software to that of the FKAA's. (See Section I. D. 14.) III. FIRE FLOW SERVICE CONSIDERATIONS The provision of adequate fire flow service to a new development by the FKAA is not always possible. In many instances, adequate fire flow service must be provided by the construction of on -site facilities by the developer. The amount of fire flow service to be provided will be determined by Florida Building 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 FKAA Engineering Department will determine in each instance the adequacy of the FKAA water system to provide the needed fire flow as determined by the developer's design engineer. FKAA water system is considered to be adequate to handle the required fire flow and the fire line is allowed to be connected to the FKAA 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 FKAA determines that the FKAA system cannot provide required fire flow, the Design Engineer shall select one of the methods below to provide fire protection. METHOD 1: The fire sprinkler system, fire standpipes or fire hydrants are served by a fire booster pump drawing water from a storage tank or swimming pool which is isolated from the FKAA water system. The tank fill line is connected to the domestic plumbing after the domestic meter and reduced pressure zone backflow preventer. All water used for fire purposes is metered through the domestic meter. The domestic plumbing lines and the fire lines after the storage tank are not connected at any point. No full flow fire meter, detection check valve assembly, or reduced pressure detection assembly (DCDA or RPDA) is required. No pump suction control valve is 8 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 adequate pressures and quantities from the FKAA and is the only method which the FKAA will accept in all instances. METHOD 2: In this approach the storage tank and air gap are eliminated and a pump suction control (PSC) valve and Detection Check Valve Assembly (DCDA or RPDA) are installed in a "fire line ". The PSC valve prevents the fire booster pump from reducing FKAA water main pressure below 20 psi. The DCDA or RPDA will detect both the unauthorized use of water and leaks through the "fire line ". This method protects the FKAA water system from backflow but provides only a limited degree of fire flow. IV. MATERIALS SPECIFICATIONS A. Ductile Iron Pipe and Fittings 1. Ductile Iron Pipe: Ductile iron pipe shall conform to AWWA C151 (ANSI A21.51) and shall be pressure Class 350. 2. Lining: Ductile iron pipe for water mains shall have an internal lining of cement mortar in accordance with AWWA C104/A21.4. 3. Coating: Buried ductile iron pipe shall be bituminous coated per AWWA C151/A21.51 and wrapped in a 12 mil polyethylene encasement. 4. Push -On Joints: Bell and spigot ductile iron pipe shall be EPDM gasket compression, push - on type as specified in AWWA C111 (ANSI A21.11). These joints may be U.S. Pipe and Foundry Tyton Joints or approved equal. 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 joints, American Ductile Iron Pipe Lok -Ring, or approved equal. All restrained joints shall have a working pressure of 350 psi. 6. Ductile Iron Fittings: Ductile iron fittings shall be restrained joint type, and shall conform to ANSI/AWWA C 153/A21.53, and shall be TR -Flex, Lok -Ring, or mechanical joint with MEGALUGS. All fittings shall have a working pressure rating of 350 psi in sizes 4" through 24 ", and shall be coated and lined as specified for pipe. 7. All piping valves, meters, etc. within meter or valve vaults shall be flanged. Flanged fittings on high pressure side of transmission main shall be Class 250. All others shall be Class 125. All hardware shall be Type 304 stainless steel. Z B. Polyvinyl Chloride Pipe (PVC) 1. PVC Pipe: PVC pipe shall meet the requirements of AWWA C900 for pipe 4" to 12" in diameter, and shall be furnished in cast -iron pipe equivalent outside diameters with EPDM gasket joints. 2. Pressure class shall be 150 psi (DR 18). 3. Push -On Joints: Pipe shall be furnished with integral bell joints with locked in EPDM gaskets. 4. 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 Certainteed Certa -Lok, EBAA Iron Series 1500 Retainers, or approved equivalent restraint. 5. Fittings: Fittings shall be ductile iron mechanical joint type conforming to AWWA/ANSI C 153/A21.53 with MEGALUGS, or approved equivalent restraint. All fittings shall have a working pressure of 350 psi in size 4" through 12 ", and shall be coated and lined as specified for ductile iron pipe. Fittings shall be wrapped in a 12 mil polyethylene encasement extending 1 foot from each end of the fitting. C. Anchor Couplings/Anchor Tee 1. All valves located at a tee shall be restrained to the tee by mega lugs or by the use of anchor tees or anchor couplings. Anchor Tees /Anchor Couplings shall meet all applicable requirements of ANSI/AWWA C153/A21.53 and ANSI/AWWA 111 /A21.11. Bolts used with anchor tees /anchor couplings must be ductile iron or Cor -Ten as manufactured by NSS Industries, or approved equal. D. Polyethylene Pipe for Service Lines 1. Polyethylene pressure pipe and tubing, 1" through 2" having standard PE code designations blue PE2406, PE3406 and PE3408, shall be in accordance with AWWA Standard C -901, have a standard dimension ratio (SDR) of 9 with a 200 psi working pressure and have copper equivalent (CTS) outside diameters. Polyethylene pipe shall be used for all service connections. 2. PVC C -900 Pipe (DR 18) for water service lines 4 " -12 ". m E. Valves 1. General - All valves shall be furnished with affidavits from the manufacturers that the valves furnished under this Contract comply with all the 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 a certified test report shall be furnished stating that the valves have met the requirements of the test. Valves shall be furnished with mechanical joint or flanged ends. Valve ends with mechanical joints or flanged joints shall conform to AWWA Standard C 110, "Gray -Iron and Ductile Iron Fittings, 4" for water and other liquids. In addition, mechanical joints shall conform to ANSI/AWWA Standard C 11 I /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 four 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 as specified and shown on the drawings. All valves shall be polyethylene encased, from one foot on each side of the valve. 2. Gate Valves four inches and larger shall be resilient seated or resilient wedge gate valves for 150 psi working pressure, conforming to AWWA Standard C -509. The gate valves shall have a high strength bronze or 304 stainless non - rising stem. Valves shall have neoprene or equal, but not natural rubber, EPDM O -ring stem seals and be 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 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. The valves shall open by turning the operating nut counterclockwise. Operating nuts shall be AWWA two inch square nuts with skirts. Valve body, bonnet, and gate shall be ductile iron conforming to ASTM -A536. The gate valves for distribution systems shall be designed for 150 psi working water pressure rating. Gate valves 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, 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 piping systems and at distances along the pipeline in accordance with 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 grade. Valves to be made of corrosion resistant metal(s), bronze and 304 stainless steel. Valve assemblies shall in accordance with AWWA standard C512 -07. F. Ball Valve Curb Stops Curb stops shall be Ford Series B -11, Mueller H10283, Mac Donald Curb Stop, or an approved equal. Ball valves shall have locking lugs and 2" square operating nut which opens to the left on 1" and 2" valves. G. Residential Meter Dual Check Valve Meter check valves shall be dual check valve assemblies suitable for installation on 5/8 -inch, 3/4- inch, 1 -inch, and 1 -1/2 -inch lines, and shall be Ford HHS31, Mueller H- 14242, or an approved equal. H. Ball Valve Meter Stops Meter stops shall be Ford Series B43 or BF13, or an approved equal. Valves shall have lockable padlock wings, and open to the left. I. Tapping Sleeve and Valve 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 Type 304 (ASTM A320 Grade B8) stainless steel bolts and nuts. Tapping Sleeves shall be as manufactured by JCM Industries Model 412, Romac Industries Model FTS420, or approved equal. Tapping valves shall be as specified for gate valves, hereinabove, 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" 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 valves include: American Flow Control Series 2500 or approved equal. J. Pressure Reducing Valves The pressure reducing valve shall be hydraulically operated, diaphragm actuated in globe pattern. The valve shall maintain a constant downstream pressure regardless of 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 firmly held in place and not pressed into the body. The diaphragm assembly shall be fully guided to assure positive contact with the seat. The diaphragm assembly shall be the only moving part. The diaphragm shall consist 12 of a nylon fabric reinforced EPDM rubber 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 manufactured from non - corrosive materials. The pilot valve shall be adjustable, direct acting, spring loaded and normally open. The reducing pilot shall be supplied with a stainless steel seat ring. 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. K. Valve Boxes Valve boxes shall be furnished and installed for all valves, air release valves, flushing valve outlets and at other locations shown on the Drawings. Valve boxes shall be U. S. Foundry No. 7615, No. 7630, or an approved equal. Riser pipe shall be either C -900 PVC or ductile iron pipe. The concrete pad for the valve box cover shall have a 3 -inch diameter, bronze disc embedded in the surface. The bronze disc shall have the following information stamped on it: size and type of the valve, number of turns to open, direction to open, and year of installation. In paved areas, the bronze disc shall be embedded in the pavement beside the valve box cover. L. Saddles 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. M. Corporation Stops Corporation stops shall be Ford F -1000, FB -1000, or approved equal. The largest corporation stop which can be tapped directly into the pipe is 1 -inch. N. Detectable Warning Tape & Wire Contractor shall install 6 -inch detectable warning tapes and 12 gage copper tracer wire for all water mains. Such tape shall be magnetic type, 5 mils thick, 2 mil thick aluminum center core, encased in Mylar. Tape shall be imprinted with the words "Caution: Type of Line Below ". Printing shall appear on both sides of the tape. The tape shall be placed between 6 and 12 inches below finish grade. O. Pump Suction Control Valves Pump suction control valves shall be Cla -Val Model 50B -5KG. 13 P. End Seals End seals for casings used in jack and bore installations shall be "Link -Seal Model PL" or an approved equal. Q. Casing Spacers Casing spacers for jack and bore installations shall be as manufactured by Cascade, or approved equal. R. 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 standard hose coupling thread specifications. Fire hydrants shall have a safety stem coupling to prevent bending of the operating stem, 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. Weather cap shall be metal. The maximum pressure loss allowable for the 5 -1/4" valve opening shall be 2.2 psi at 1000 gpm flow based on 5 foot bury with 6" diameter inlet. The hydrant shall be a Mueller Super Centurion or American Darling 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. Fire hydrants shall be painted with one coat of rust proof primer and two finish coats of an approved red paint. S. Concrete Materials Proportions and construction procedures shall be in accordance with the applicable 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 laboratory compressive tests. Contractor shall provide FKAA with submittal of concrete mix and all batch tickets for actual concrete poured for project. T. 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. U. Miscellaneous 14 Materials necessary for a complete installation, not specified, shall be equal in quality to the specified materials suitable for the intended use, and shall conform to the details and notes shown on the Drawings. All minor items implied, usually included or required for the construction of a complete operating system, shall be installed whether specified or shown on the Drawings, or not. V. Tests and Inspection All pipes, valves, fittings and specials furnished under this Contract shall be tested and inspected at the plant, by the manufacturer, in accordance with the requirements of the respective specification under which the material is to be furnished. FKAA may request an affidavit that all such materials have been so tested and inspected and that the materials comply with all other applicable requirements for the respective specification. V. WATER MAIN CONSTRUCTION PROCEDURES A. General In shipping, delivery and installing pipe and accessories, they shall be handled in such manner as to insure a sound, undamaged condition. Particular care shall be taken not to injure pipe coating and no other pipe or material of any kind shall be placed inside a pipe or fitting after the coating has been applied. Where a defect or crack is discovered, the damaged portion shall be cut off before laying. The cut shall be made at least twelve inches from the break in the sound section of the barrel. 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 shall be thoroughly cleaned of foreign matter before installation. Restrained joints and fittings shall be used for changes in elevation or alignment as shown on the plans or as required in 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. B. Joints (1) Fittings shall be ductile iron mechanical joint type conforming to AWWA/ANSI C 153/A21.53 with MEGALUGS, or approved equivalent restraint. All fittings shall have a working pressure of 350 psi in size 4" through 12 ", and shall be coated and lined as specified for ductile iron pipe. Ductile iron fittings (with 304 SS Bolts) PVC pipe shall be wrapped in a 12 mil polyethylene encasement extending 1 foot from each end of the fitting. (2) Mechanical Joints are to be made in accordance with manufacturer's recommendations and requirements of pipe joint specifications. Care shall be taken to tighten bolts evenly around circumference of pipe and in no case shall bolts be overstressed. tE (3) Flanged Joints - Before making up flanged joints in ductile iron pipe and fittings, the back of each flange under the bolt heads and the face of each flange shall have all lumps, blisters and excess bituminous coating removed and shall be wire brushed and wiped clean and dry. Flange faces shall be kept clean and dry when making up the joint, and the workmen shall exercise caution to prevent damage to the gasket or the adherence of grease or particles of sand or dirt. Bolts and nuts shall be tightened by opposites in order to keep flange faces square with each other, and to insure that bolt stresses are evenly distributed. Contractor shall use FKAA approved thread lubricant to help prevent galling. C. Valve Settings All valves placed on branch lines or bends shall be restrained via anchor couplings or anchor tees as specified hereinabove. Valves and valve boxes shall be set plumb at the locations indicated, and in accordance with the details shown 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. Stuffing boxes shall be tightened and the valves opened and closed to see that all parts are in working condition. D. Connection to Existing Mains Connection to existing water mains shall be made by the Contractor. The Contractor shall be responsible for making all necessary arrangements with the FKAA for these connections and shall bear any costs incurred at no additional cost to the FKAA. Prior to commencing the work of connecting to existing facilities, the Contractor shall uncover or expose the point of connection and insure himself that he has all materials, equipment and all other facilities required to complete the installation, and that such 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 the existing facilities are not disturbed, or otherwise damaged, as a result of his construction procedures. In the event the existing facilities are damaged or otherwise disturbed, the Contractor will be required to do such necessary repair, re- alignment, or replacement, so as to restore these facilities to water tight, workable, acceptable condition. No existing valves shall be operated by the Contractor. These valves shall only be operated by personnel of the FKAA. The Contractor shall advise the FKAA Engineering Department, 72 hours in advance of making these connections. This work shall be done under direct supervision of personnel of the FKAA. The valves and fittings to be employed in these connections, shall be thoroughly swabbed with a 300 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 16 be kept to a maximum of 2 hours, unless previously approved by the FKAA, pending extenuating circumstances. Once valves are installed, they shall only be operated by FKAA personnel. E. Customer Service Connections Service connections shall be installed of the type and size and at the locations shown 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 1. General All utility trenches shall be backfilled to the level of the bottom of the proposed base course, for utilities to be located in proposed paving areas, to the level of the bottom of 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, or other sources, at no additional cost or expense to the owner. 2. Materials (a) General Requirements All backfill material shall be clean and free from all organic material, clay, marl or unstable materials, debris, lumps or paving materials. No rocks or stones larger than two inches in diameter shall be allowed in any backfill; sharp edges not allowed. (b) Select Bedding Select bedding shall be utilized for 8" 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 select bedding shall pass through a 3/8" sieve. When excessive water is encountered in the trench and pumping is not practical due to field conditions, the FKAA Field Representative may require a crushed limerock bedding. In such a circumstance, the bedding shall be a uniformly graded 3/8 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 FKAA Field Representative whichever is greater. Bedding above that point shall meet the requirements of select bedding as described previously. 17 When the specified compaction requirements cannot be met in service line trenches, flowable fill shall be substituted for the trench backfill zone. The flowable fill shall meet the requirements of Section 121, FDOT Specifications and shall be proportioned to produce a 28 day compressive strength of 500 psi. 3. Placement (a) General All pipe shall be installed in dry trenches. Where conditions are such that running or standing water occurs in the trench bottom the water shall be 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 pipe diameters. If pumping is not practical, an alternate select bedding of limerock will be required as described in Paragraph 2(b). Backfill shall be placed in layers as specified herein below, for the particular application, and each layer shall be compacted to the specified density before the next layer is placed. 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 to obtain specified densities. The Contractor shall obtain the approval of the FKAA Engineer for his selected method of backfill. Any excess excavation below the levels specified shall be backfilled and compacted as specified below for backfill above pipe, at no additional cost to the FKAA. (b) Bedding Around Pipe Select bedding below the pipe shall be a minimum 8" thick to provide a firm, stable, and uniform support for the full length of the pipe and fittings before the pipe is 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 inches above the pipe. Particular attention shall be paid in obtaining thorough support for all valves, fittings, water service connections and to preserve the alignment and gradient of the installed pipe. (c) Backfill Above Pipe After the placement of the select bedding around the pipe, as specified above, the remainder of the backfill shall be placed. Backfilling shall proceed by placing backfill in depths of uniform layers and thoroughly compacting with mechanical vibrators or other suitable equipment to the densities specified below. 18 The depth of layers of this backfill shall not exceed the ability of the compacting equipment employed to obtain the specified densities, and in no event shall exceed a depth of 8 inches maximum. The mechanical compacting equipment employed, and its operation shall be such that no 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, at no additional cost to the FKAA. For pipe lines not located under existing or proposed pavement, backfill over the installed pipe shall be compacted to obtain not less than ninety -five 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, measured 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 -eight percent (98 %) density ASTM modified proctor. The Contractor is responsible for 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 the 1 -year warranty period upon final acceptance, will be considered to be attributed to improper compaction methods and shall be corrected at no cost to the FKAA. Pavement or structures damaged by settlement shall be restored to their original condition by the Contractor at no cost to the FKAA. (d) Backfill above pipe in service line trenches Backfill shall meet the requirements of paragraph 3(c). If these requirements cannot be met, the trench shall be backfilled with flowable fill as specified in paragraph 2(c) at no additional cost to FKAA. (e) All excavated material shall be stockpiled in a manner that will not hinder the work or obstruct sidewalks, roadways, and driveways. All utility control structures shall be kept accessible. This shall be designed to mean those areas as designed by the Permitting Agency unless otherwise specified. Material stockpiles on private property must have written consent with a copy to FKAA. G. Standards In general, AWWA C -900 PVC pipe shall be installed in accordance with AWWA Publication No. M23, "PVC PIPE - DESIGN AND INSTALLATION." In the event of conflict between procedures described in this publication and those described above, the above procedures shall take precedence. In general, ductile iron pipe shall be installed in accordance with AWWA Standard C -600, "INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR APPURTENANCES." In the event of conflict between procedures described in this publication and those described above, the above procedures shall take precedence. 19 H. Piggin All water main installations shall be cleaned with a polypropylene pigging device to clean all dirt, sand, and debris from the newly installed water main where determined by the FKAA representative. The FKAA field representative shall determine the extent and type of pigging required. At a minimum, a Bare Type, B3 style pig shall be used as manufactured by Pipeline Pigging Products, Inc., or approved equal. I. Flushing After piping installation has been completed, all water lines shall be flushed with clear water at the highest velocity obtainable and for a sufficient time to replace the pipe volume at least twice. All water for flushing shall be provided from a proper source, approved by the FKAA Engineer. Flushing Time= T =2L T= Time(sec) L= Length (ft) n VI. PRESSURE TESTING A. General The Contractor shall provide necessary pumps, meters, piping, calibrated containers 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 flushing shall be supplied by the FKAA, at Contractor's 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 approved method, and such other corrective work shall be conducted as necessary to effect pressure tight work, as specified. The Contractor shall provide for plugging or valving the installed pipe in specified test sections, and installing necessary taps for the insertion of test water, and removing such valves or plugs, and plugging such taps upon satisfactory completion of testing. B. Water Mains - PVC and Ductile Iron (1) Leakage Test - Water mains shall be tested between valved sections. A leakage test shall be conducted for distribution systems at 150 psi. Distribution systems shall be pressure tested up to the curb stop. No installation will be acceptable until the leakage is less than the number of gallons per hour as determined by the formula: Q = LDP 148,000 O 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 the 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 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 bulkhead, blind flange or closed valve. All leaks to be repaired if visible regardless of size. (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. 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. C. WATER MAINS — HDPE Pressure Testing of HDPE pipe shall follow criteria presented above for PVC/Ductile Iron, except that the pipe section to be tested shall be initially pumped to the required test pressure and allowed to sit for a minimum of two hours. This will allow the HDPE pipe barrel to expand to allowance tolerance limits. After the initial 2 -hour holding period, the Contractor shall add necessary water to the pipe section to return it to the required test pressure. At that time, the actual pressure test shall be conducted as presented in paragraph B of this section. The Contractor shall test different pipe materials independently; following criteria given for each type material. VII. DISINFECTION A. General 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 requirements of this section of the Specifications and in accordance with AWWA Standard C -651, latest edition. Reservoirs, tanks, standpipes, pumps or other equipment or facilities to come in contact with treated water shall also be thoroughly 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. B. Disinfection 21 The disinfection agent shall be liquid chlorine, sodium hypochlorite solution, or calcium hypochlorite powder. C. Flushing System Prior to the application of the sterilizing agent, all facilities shall be pigged and thoroughly flushed of all foreign matter, oil or dirt in accordance with the requirements of AWWA C651. Flushing shall continue until clear water flows from a remote point of discharge, and it is apparent that all sources of contamination have been removed. D. Disinfection Procedures 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 one hundred parts per million (100 ppm), throughout the system. Where piping systems are to be connected to existing systems, the disinfection agent shall be introduced as close as possible to each point of connection to the existing system and the distance shall not exceed 10 feet from the point of connection. All valves and fittings to be connected to existing piping shall be thoroughly swabbed with a solution containing at least 300 ppm chlorine. The disinfection agent shall remain in the piping system or facilities for a minimum contact period of 24 hours, and the residual shall not drop below 25 ppm before it is flushed out. E. 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 be in accordance with standard methods by the use of a standard DPD test set. F. Bacterial Tests 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 containers, on two consecutive days (24 hours apart). Samples may be forwarded to the FKAA Florida City or Stock Island Labs or State certified testing lab (at no expense to the FKAA) for bacterial examination. If tests of such samples indicate the presence of coliform organisms, the disinfection as outlined above shall be repeated until tests indicate the absence of such contamination. The bacterial tests shall be satisfactorily completed and submitted into FDEP by a certified sampler. Only following receipt of written approval from FDEP can the system be placed in operation. 22 If methods of disinfection differ materially from those outlined above, such methods shall be in accordance with directions of the State Department of Health and Rehabilitative Services and all methods employed shall have approval of the FKAA. Definite instructions as to the collection and shipment of samples shall be secured from the FKAA Water Quality Engineer prior to sterilization and shall be followed in all respects. Final approval of the bacterial samples shall be secured from the Florida Department of Environmental Protection before the system can be put into operation. VIII. MATERIAL AND INSTALLATION STANDARDS The following standards are referenced within these specifications; all installations whether implied or indicated shall adhere to the following: DESCRIPTION Y11Y11mv AWWA C 104 CEMENT MORTAR LINING FOR DUCTILE IRON PIPE AND FITTINGS AWWA C105 POLYETHYLENE ENCASEMENT FOR DUCTILE IRON PIPE AWWA C 110 DUCTILE IRON AND GRAY -IRON FITTING, 3 -INCH THROUGH 48 -INCH AWWA C 110 DUCTILE IRON AND GRAY -IRON FITTING, 3 -INCH THROUGH 48 -INCH AWWA C111 RUBBER GASKET JOINTS FOR DUCTILE IRON PIPE AWWA C115 FLANGED JOINTS FOR DUCTILE IRON PIPE AWWA C150 THICKNESS DESIGN OF DUCTILE IRON PIPE AWWA C151 DUCTILE IRON PIPE AWWA C153 COMPACT DUCTILE IRON FITTINGS AWWA C504 RUBBER SEATED BUTTERFLY VALVES AWWA C509 RESILIENT SEATED GATE VALVES AWWA C510 DOUBLE CHECK VALVE BACKFLOW- PREVENTION ASSEMBLY AWWA C511 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY AWWA C550 PROTECTIVE EPDXY INTERIOR COATINGS FOR VALVES AND HYDRANTS 23 AWWA C600 INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR APPURTENANCES AWWA C651 DISINFECTING WATER MAINS (INCLUDES ADDENDUM C651a -90) AWWA C800 STANDARD FOR UNDERGROUND SERVICE LINE VALVES AND 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 AWWA C905 HDPE HIGH DENSITY POLYTHYLENE AWWA C906 POLYETHYLENE PRESSURE PIPE AND FITTINGS 4 " -63" AWWA M11 -A GUIDE FOR THE DESIGN AND INSTALLATION OF MANUALS STEEL PIPE M14- RECOMMENDED PRACTICE FOR BACKFLOW PREVENTION AND CROSS - CONNECTION CONTROL M23 -PVC PIPE - DESIGN AND INSTALLATION AISI AMERICAN IRON AND STEEL INSTITUTE ANSI AMERICAN NATIONAL STANDARD INSTITUTE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWWA AMERICAN WATER WORKS ASSOCIATION NOTES: When ANSI and AWWA Standards are the same, only the AWWA designation is used in describing the above standards. For instance, AWWA C110 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 purposes. IX. STANDARD DETAILS DRAWING NO. TITLE 1. TRENCH AND PAVEMENT RESTORATION 24 2. CUSTOMER SERVICE TRENCHRESTORATION 3. FULL LANE RESTORATION WITH ASPHALT OVERLAY 4. THRUST RESTRAINT 5. GATE VALVE AND BOX 6. BUTTERFLY VALVE AND BOX 7. TAPPING SLEEVE AND VALVE FOR DISTRIBUTION MAIN 8. FLUSH OUT ASSEMBLY 9. HYDRANT INSTALLATION 10. JACK AND BORE DETAIL 11. TYPES OF SERVICE CONNECTIONS 12. 5/8 AND 1" METER ASSEMBLY 13. 1" AND 2" METER ASSEMBLY 14. METER ASSEMBLY 3" AND LARGER 15. SERVICE CONNECTION 16. METER BANK 17. FITTINGS FOR 1" TAP DUAL SERVICE CONNECTION 18. SEPARATE FIRE LINE INSTALLATION 19. COMBINED DOMESTIC AND FIRE LINE INSTALLATION 20.2-1/2" TO 10" REDUCED PRESSURE BACKFLOW PREVENTER INSTALLATION 21.3/4" TO 2" REDUCED PRESSURE BACKFLOW PREVENTER INSTALLATION 22.3/4" TO10" DOUBLE CHECK VALVE ASSEMBLY INSTALLATION 25 23. ACCEPTABLE AIR GAP CONSTRUCTION 24. IRRIGATION PIPING 25. DEDUCT METER INSTALLATION 26. STANDARD MASTER METER VAULT 27.2" TRANSMISSION MASTER METER PIPING 28.4" TRANSMISSION MASTER METER PIPING 26 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ( CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD 3 TALLAHASSEE FL 32399 -07$ MASSARO, JAMES NIRAM JR 3RD GENERATION PLUMBING INC 3980 OVERSEAS HWY MARATHON FL 33050 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please tog onto www.myfloridalicense.com. There you can find more nation about our divisions and the regulations that impact subscribe to department newsletters and learn more about Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487 -1395 STATE OF FLORIDA DEPARTM -O F BUSINESS AND PROF 4q,,eMWRgqULATION CFCO55680 CERTIFIED P_ L oTr *m MASSARO, J ~•- 3RD GENE y , IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2018 L16oe230002786 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION . CONSTRUCTION INDUSTRY LIC ENSING BOARD CFCO55680 The PLUMBING CONTRACTOR - Named below IS CERTIFIED _ '` Under the provisions of Chapter 489 FS. '°' Expiration date: AUG 31, 2018 MASSARO, JAMES N 3RD GENERATION. P 3980 OVERS€ASi: MARATHOW ISSUED: 08/232016 \ . k ti �SEQ;tt L1608230 OZM STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399 -0783 MASSARO, JAMES NIRAM JR 3RD GENERATION PLUMBING INC 3980 OVERSEAS HWY MARATHON FL 33050 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more ` tormation about our divisions and the regulations that impact j, subscribe to department newsletters and learn more about .,.a Department's initiatives. (850) 487 -1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIO L REGULATION CBC 1258320 UC 08/23/2016 CERTIFIED BUI f ,�ON}G�TOR MASSARO, JA�d�T�'�` 3RD GENE tC Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida IS CERTIFIED under the provisions of Ch.489 FS and congratulations on your new license! Expiration date : AUG 31, 2018 L1608230002607 DETACH HERE RICK SCOTT. GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER The BUILDING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 o o MASSARO, JAMES NIRAM JR� F' 3RD GENERATION PLU _ C 3980 OVERSEAS HWY✓ -.� MARATHON ISSUED: 08/23/2016 DISIP IlOUI SEQ # L1608230002607 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION � � t ` CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399 -0783 MASSARO, JAMES NIRAM JR QUEEN CONCH CONSTRUCTION COMPANY 3980 OVERSEAS HWY MARATHON FL 33050 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more � about our divisions and the regulations that impact subscribe to department newsletters and learn more about Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487 -1395 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSI _.REGULATION CGC1523201. '.:08/21/2016 CERTIFIED G MASSARO, Ji QUEEN CON( PANY IS CERTIFIED under the provisions of Ch.489 FS. Expiration date . AUG 31, 2018 L1608210003344 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1523201 The GENERAL CONTRACTOR` Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 MASSARO, JAMES NIRAM QUEEN CONCH CONS 3980 OVERSEAS HWY AIIIIIIIIIIIIII MARATHON ISSUED: 08/2112016 SEQ # L1608210003344 2017 / 2018 MONROE COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30, 2018 Business Name: 3RD GENERATION PLUMBING INC RECEIPT# 30140 -72998 Owner Name: JAMES N MASSARO Mailing Address: 3980 OVERSEAS HWY MARATHON, FL 33050 3980 OVERSEAS HWY Business Location: MARATHON, FL 33050 Business Phone: 305 - 743 -4245 Business Type: CONTRACTOR (CERT PLUMBING & GENERAL CONTR) Employees 12 CTATF I TrF1UCF• rpr'n gzaon rof-i ncoonn Tax Amount Transfer Fee Sub -Total Penalty Prior Years Collection Cost Total Paid 35.00 0.00 35.00 0.00 0.00 0.00 35.00 Paid 102 -17- 00000227 10/06/2017 35.00 Effective Date 09/30/2017 THIS BECOMES A TAX RECEIPT Danise D. Henriquez, CFC, Tax Collector THIS IS ONLY A TAX. WHEN VALIDATED PO Box 1129, Key West, FL 33041 YOU MUST MEET ALL COUNTY AND /OR MUNICIPALITY PLANNING AND ZONING REQUIREMENTS. MONROE COUNTY BUSINESS TAX RECEIPT P.O. Box 1129, Key West, FL 33041 -1129 EXPIRES SEPTEMBER 30, 2018 Business Name: 3RD GENERATION PLUMBING INC RECEIPT# 30140 -72998 3980 OVERSEAS HWY Owner Name: JAMES N MASSARO Business Location: MARATHON, FL 33050 Mailing Address: Business Phone: 305 - 743 -4245 3980 OVERSEAS HWY Business Type: CONTRACTOR (CERT PLUMBING & GENERAL MARATHON, FL 33050 CONTR) Employees 12 CTATF I TrFhlcc. rcrnccaon ro Tax Amount Transfer Fee Sub -Total Penalty Prior Years Collection Cost Total Paid 35.00 0.00 35.00 0.00 0.00 1 0.00 35.00 Paid 102 -17- 00000227 10/06/2017 35.00 Effective Date 09/30/2017 2017 / 2018 MONROE COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30, 2018 RECEIPT# 30140 - 115380 Business Name: QUEEN CONCH CONSTRUCTION COMPANY Owner Name: JAMES N MASSARO Mailing Address: 3980 OVERSEAS HWY MARATHON, FL 33050 3980 OVERSEAS HWY Business Location: MARATHON, FL 33050 Business Phone: 305 - 743 -4245 Business Type: CONTRACTOR (CERT GEN CONTR) Employees 3 STATFIirFNSF•rr . r1S7 , A7n1 Tax Amount Transfer Fee Sub -Total Penalty I Prior Years Collection Cost Total Paid 20.00 0.00 20.00 1 0.00 1 0.00 1 0.00 20.00 Paid 102 - 16- 00006801 09/25/2017 20.00 THIS BECOMES A TAX RECEIPT Danise D. Henriquez, CFC, Tax Collector THIS IS ONLY A TAX. WHEN VALIDATED PO Box 1129, Key West, FL 33041 YOU MUST MEET ALL COUNTY AND /OR MUNICIPALITY PLANNING AND ZONING REQUIREMENTS. MONROE COUNTY BUSINESS TAX RECEIPT P.O. Box 1129, Key West, FL 33041 -1129 EXPIRES SEPTEMBER 30, 2018 Business Name: QUEEN CONCH CONSTRUCTION COMPANY RECEIPT# 30140 - 115380 3980 OVERSEAS HWY Business Location: MARATHON, FL 33050 Owner Name: JAMES N MASSARO Mailing Address: Business Phone: 305 - 743 -4245 3980 OVERSEAS HWY Business Type: CONTRACTOR (CERT GEN CONTR) MARATHON, FL 33050 Employees 3 STATE LICFNSF- rr.r1 S73:)rY1 Tax Amount Transfer Fee I Sub -Total Penalty Prior Years Collection Cost Total Paid 20.00 0.00 20.00 0.00 0.00 0.00 20.00 Paid 102 -16- 00006801 09/25/2017 20.00